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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY nbr BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48233 Date: 8/30/2022 Permission is hereby granted to: Rousso Neil 125 Oak St Tenafly, NJ 07670 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1700 Alvahs Ln., Cutcho ue SCTM #473889 Sec/Block/Lot# 102.-4-7.2 Pursuant to application dated 6/24/2022 and approved by the Building Inspector.. To expire on 2/29/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,060.00 CO-NEW DWELLING $50.00 Total: $4,110.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT 14 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt'ps. . t CB ol,dt tmy. ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. A5 Building Inspector: 4A Applications and forms must be filled out in their entirety. Incomplete BUR-DING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOU OLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Neil & Sandra Rousso SCTM#1000-102-4-7.2 Project Address:1700 Alvahs Lane Cutchogue Phone#:201-245-5088 ::Emal,::S:rousso2@ao1.com Mailing Address:125 Oak St. Tenafly, NJ, 07670 CONTACT PERSON: Name:Nicholas Zoumas Mailing Address:263 Route 25A, Wading River, NY 11792 Phone#:631-872-2045 Email:nick.zoumas@almasconstruction.com DESIGN PROFESSIONAL INFORMATION: Name:Greifenstein Boyce Associates. (Tony) Mailing Address:9 Halstone Lane, Coram, NY 11727 Phone#:631-736-4399 ]:Ell:s:tudioG4@verizon.net CONTRACTOR INFORMATION: Name:Almas Construction Mailing Address:263 Route 25A, Wading River, NY 11792 Phone#:631-872-2045 Email:nick.zoumas@almasconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION IgNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $900,000 Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Single Fam Res Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ©No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name .Ni as Zou oras @Authorized Agent ❑Owner Signature of Applicant: Date: I� / z Z STATE OF NEW YORK) 1�SS: COUNTY OF ) Zbeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contrator,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this QLL—day of 0:f., 20_a I�Ll otary Public TRACEY L, lWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY TY aiii::� „T1,,,,1 ' I TION NO.IN01 DUFFOL 00 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2PAK Sandra Rousso residing at 125 Oak St. Tenafly, NJ 07670 do hereby authorize Nicholas Zou mas to apply on my behalf to the Town of�gputhold Building Department for approval as described herein. 5/6/22 Owner's Signature Date Sandra Rousso Print Owner's Name 2 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com July 29, 2022 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: 1700 Alvah's Lane, Cutchogue,NY SCTM: 1000-102-4-7.2 Dear Mr.Verity: As requested, I reviewed the property to determine if a SWPPP is required under the NYSDEC GP-0-20-001 storm water regulations for the above referenced property. Based on my calculations and to the best of my knowledge, it appears the land disturbance will be less than an acre and a SWPPP will not be required. I notified the property owner and contractor that if more than an acre of land is disturbed, a SWPPP will be required to be filed with NYSDEC. Please call me if you have any questions or require additional information. k cjsEpy �W , P.E. a; Qj V" 081912 t Vol 0. ca P - 2 dat4�snnTid%Ph.37,d In ,. r.y:r.Y w�kC 1„4 0 ? 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PRE-FSB FIREPLACE j Y-' PRE-FAB FIREPLACE Ln 11-N ;�F tL (:2) 11-115" LVL HEARTH EXTENSION HEARTI I EXTENSION r6LA55 DOORS 4 a (STONE VENEER SURROUND) �31 2 1 id Nt no 0 cn G u u _tc -- ----- --- - ------ ----- �F_ r VVA -Ihm F in LIVING 14" LVL R106E. A --------r WA L cLbrmr=T -i f-, LL 211 47 5/411 61-0 1/2" 1 2" (6-4 31-1011 JL 2'-I" rA 61-11 2 al-O 5 Pp" til 5 FALSE RIDGE :21-611 --t = t 91 S: - -4- b 1 21-11/411 11 co �I Ln c l0l 5! 21 12 FAMILYROOM -011 RRM 01/21 -------2_7 X CQA VAULTED CEILING 't LL------ x Ck Vio- optir-T- (EL 560) DATUM 0' 0" DONN CIL UP !7- 0 ILAU OR 1-11/211 51-61, "c:1 12 cli 31-61X51-0 Q T.O.FL=10'-O" in Ln 1-5/4" x lb" LVL FLUSH x5lib", 51.00L. _J N, A a X 15 01-5/4 x 16" LVL FLUSH TA24510 7W26510 T 6510 TYi2e)510 S) SIMPSON TV426510 TM6510 5510 4510 FYqH50e)O WSWH42ya L TViT2&III TkNT:2blIl C14 TEMP (9L TEMP (7L TEMP 6L cli i-4 i TEMP GL SHEARWALL TA25510 — — _(TEMP.— KQ (TEMP. 6L) th TV`lT2&I I I TYi28510 1�4215510 TN25510 COVERED 00 Tyi28510 rumlo 'qH24X8"/' 51-15/411 V-1 5/4' PORCH 1.3 Q) (TEMP. M) l,_ ,z In 3'-1 314' 31-13/4' 31-15/411 O !z AS SELECTED BY C MER 10'-0 314" 3'-13/4" 31-011 6,-0" (01-011 31-01 41-21f 41-:211" C4 31-011 61-on (Y-ON 2'-0# 41-15/411 41 41-11/411 b" T-0 1/2" U 121-011 14'-411 14'-4 5x. lam IS) J 1 21-011) LVL _-0-11-1/5" LVL (2) 11-115" LVL (2) 11-1AY' LVL 011-1/8 INSULATED *T.O.SLAE3 --------------- ---------------- -----------If= --- ---------------------------- ---- ------------------- (EL -34.0') <SELF rL05LN ............ ....... 10 C), TYPICAL COLUMNS:ILU 5.. 1211XI2" DECORATIVE COLUMNS (AS SELECTED ------ --- ----- - - BY OWNER I I . 11 \ 4X4 ACQ POSTS GARAGE 16-1 1/2" 4" POURED CONC. AB N/ bxb #10 W.W. . N GRANULAR ACTED FILL 0�p d s PITCH SL /b"/FT TO DOORS + PROVIDE TYPE 'X' GYP TYPICAL B�Ipo AT WALLS AND CEILING 501-10 IV V�b 0) C F DEPT T'- OF- 1001-5 5/61, :241-41 APRIL 16, 2022 APRIL 18, 2022 R otj a B G3 R"' t I F Ell 1"If E 4L A FIRBT FLOOR P " MIM 1 /41 It 011 2kIO 50.17T. ' OCIATr- A 0 & GARAGE: 812 50.FT. :T�11' 1111 2 1" :20'-3- 2 "z1g/ CUTCHOGUM rmy 631 . 736 . 4. 399 631 . 335 . 6220 ........ -----------..........--- Cluj > - 0 4 -q 1/.! 11-2 13'-1 1/4 W11 .......... ------------- -------------- ..............—--------------------------------................. ........ .. ......... ' -W4-5 2 TEMP 57 TvaO52 L TH3052-2 X�7 4 3 8'-0" HD 8'-0" HO 81-oll HD bl-011 HO -2X10 81_0" Ho Q c"I 2 X 10 16"06 RR 2 X 10 @151100 PIP, Ln .51 5 1/2"-,-, 5 /2' 12'-0 1/2" 51/ )6'-4 5LI/ ;2 1/2 2 x 10 @ 16,106 (Ij BEORM 3 Q'-0" CL6 HT Q4 m ze- f LAT I ol� F TH LIN FRE-F)B K TAL FIREPLACE L FLUE AND S) FIPTPL�NOE co 2 -b" `'' 2'-b" `o cv ML n. PULL-DOWN BEDRM 2 F ATTIC, 14" LVL R I D 67 . ..... ..... ..... ------------------------------- —--—-------------------------- 51-51' Q 13 H 74 1 X—C I-A.- \(4Xb POST i 0Q, ----------------- �_o Q 777-777-7-77-- (3) 2XI0 (3) 2XI0 o UPPER TERRACE x i cv 5/4 X (p DECKING I'd" 57< 5 211 Q 1/211 151 21111 1 5 ON A60 SLEEPERS -811 i - ... � 4/* Q'-4 I/2 241 r- = Q, -4 1/:211 ON RUBBER MEMBRANE ROOF1N(5 Y I)V r (SLOPE TO DRAINS) 50 13 LL i" T ATH 8 1 0 - I x N BEDRM94 T �-T.O.PL =1'-I' (T.O.PL =1 CA 85 -2 7 65 -2 1�� b - . . . .. , / 9_1 TK:552-2 ----- ---- _--r TA2 52- oc FLAxf VALLEY O ---------------- ---------------- --------_------- --------------- ---------------- --------------- ......... F.0 ROD 15-1 1/2" (of-loll 51-11/511 31-71/8" 1/511 31-55/411 11-21/411 51-13/411 T-2 11411 51-211 It lip 26-f 1/2" :241-b" X •3r _C9 C9, % 40 tK co 110 Av 3r "LIS LNE APRIL 1b,2022 An APRIL 18, 2022 Rc3u BBC RIE S_. 0 DE [m.. ' 0 E BECOND FLOOR PLAN nut ICE T-4 N TH P j L DONN ATTIC 'r T�I AC E55 7F(( 5 d2 2 • 1 /411 11 - oil 01? Aff 0 C I AT Ef cu7cHoGuE NY 631 . 736 . x. 399 631 . 335 . 6220 \� -...._.....� _. �...-.._.-.. q4'-31/2" . -.. .... .... ..� .__..._._..-.... _._ _...._._........_...-..........__.._... -----3�"8# 46-111/6" I�'-4 i/2" I'- „ 3' b 1/2" b'-II" M.O. 4'-4" n " n n n „ „ „ „ n :n FINISHED GRADE s� -------.-- _ __3-1/2 _X I I-'1/8_ ----- _ .__. _ 3-I/2 _X II-- ---- -- _3-i/2 XII-�/6 -- ---=_--_- _ 3-I/2 XII- - - - -- -- �_- _.�1 5-I/4 X I i-7/8 6X6 Aco POT F PARALLAM PLUS P5L _--�- PARALLAM PLUS PSL - fi.......- -- -PARALLAM PLUS PSL PARALLAM P U5 P5L PARALLAM PLUS P5L SERVICE LEVEL 2 SERVICE LEVEL 2 SERVICE LEVEL 2 SERVICE L 2 i 51rRVIG LCL 2_ 12 PIERS 1^U T......... 11'-7 7/8' II'-7 7/a" 11'-7 7/a" II'-7 7/a" z e 4 #4 BARS VERT. ON 1 ! SIMPSON DDT 2Z MAX DECK TIE z 4 © �► 24 X24 XI2 D 1 46'-7 1/2" SECURE TO J015T!5 1< o � '• ' -• GONG. FT6 Nl I PROVIDE MIN. 2 PER DECK #4 BARS @ b"oC EA. WAY Lo ( TYPICAL ) — o o 8" 2X10 LEDGER BOLTED ('-0" FNH6060 0 51MP50N DDT 2Z MAX DECK TIE (SEE DETAIL) 2116 5 ONE SHELF No. 4 REBAR 12" OG -� " 1 ® a 5EGURE TO JOISTS o ( d (ASTM A-615 GRADE b0) — n 20 3 0' _ -- --— --- -- PROVIDE MIN. 2 PER DECK N -: - , " � o - -- - -- - - - — '' m- FINISHED GRADE 3' 13'-7 4/2' 6-7 4/2° 40'-10 I/2" -- ------ ----------------- 4'-0" 6 5a' 13'-5 4/8" GAS 3-1/23-1/2n „ . . .. , „ „ n BOILS 1 2X10 LEDGER BOLTED 5"x 5"x 5/16 BASE PLATE 1 ---- (SEE DETAIL) _......_..... --- - -__..._.____J TING M - o I o POROUS PIPE WALL DRAIN - --- -- - --- --- --- - - - - --- - —-- ----- -- - ---- - --- - - - - - - -_ - ---- - DIRECT VENT _ HEA SYSTEM � ( FINAL LOCATION - Li , . TO BE DETERMINED cv u Y HVAC CONTRACTOR) C'y ~ r 13'-b 1/4" f'-4" 11'-3 1/2" I'-4'. to 0 ------ -- a•' 19'-�" m m l0 = 40'-10 — `m 2X10 LEDGER BOLTED w .' .' ,e „ — ON 2'-0" X 2'-0" X 12 D 2 0 iu s, (5EE DETAIL) cv _ ' GONG. FOOTINGS b'-5" b-7 I/2" m T Y P. 2 - .. ETA I N I N(5 HALL ET I L - -------- - --- - - (2) II--r/a" LVL (2) II-1/8" LVL`s' �' (2) II-�/8"LVL F- -1 (2) 11-1/8" LVL � � (2) II--t/8" LVL � �� „-i O„ 13'-7 /2" �'-I 3/6" �'-5 3/6" \ 9'-5 3/8" 9'-5 3/a" �'- 3/8" 6'-3 I/4" 3 2" b'-4" 3 2" 6'_6„ 6'-6" II-7/a" LVL BASEMENT r , 1 r 4" CONCRETE SLAB VV b CA ` ~ u o IL- o bXb #10 W.W.M. ON YELL COMPACTED SAND = \ 3-1/2" 0 COL ON v _ - - 2'-b"x 2'„6"x 16"0. FOOTINGL -1 --- ---- �► 4" GONG. LAB --- --------- -- ---- v !s, W/4 5PACED #5 BARS EA.WAY , MIN. 3 BE OA ; UP } --- - -- < 'co IIR . ". TDOOR 51LI � v FINISHED 10'-4" _ 16'-O" l0'-4" I'-O" , - —'oo'r� �t �220 BSMT WINDOWS ARE: 22 P-N-P HOPPER WINDOWS _ ' ` BY DUO-CORP.COM iv - 2X10 LEDGER BOLTED _ \ C / (RIVERHEAD BUILDING (SEE DETAIL) �d 0 o 12'-0" 14'-4" 12'-0" 14'-4 3/4" o 4'-a" 23'-3" _ w - f \� yv/ -- ' o Q 5IMP50N DDT 2Z MAX DECK TIE a s \\ m TYPICAL FOUNDATION WALL I — SECURE TO JOISTS m 2X10 LEDGER BOLTED \ / \ SET T.OJ L 10" X 9'-0" POURED GONG WALL ( L) PROVIDE MIN. 2 PER DECK m SEE DETAI �,0 \ 24" BELG;1 24" W X 12" D CONT. . GONG FOOTING W/2X4 KEYAAY AND 3 #5 BARS CONT. 3-1/2" X II-1/5" 3-1/2" X 11-1/8" 3-1/2" X II-7/8 3-1/2 X II-1/5 PARALLAM PLUS PSL PARALLAM PLUS P5L I PARALLAM PLUS P5Q 1PARALLAM PLUS P5 /61 \�\ — —— SERVICE— LEVEL 2 ___ _ SERVICELEVEL 2 __ SERVICE LEVEL 2 ______ SERVICE LEVEL 2 __ I I — — --- — UNEXCAVATED 7 114' 11'-2' I - --- 14-9 1/2" ----- ---- 11'-2' 13 5 \\ s ( FILL FOR SLAB) .:' 12"41) PIER5ON L - -- - ---- - - -- ----- -------- -J 24"X24"X12„D GONG. FT6 Wl #4 BARS @ b aC EA. NAY ELEVATION9� / ( TYPICAL ) C WALL FRAMING AND FINISH I' TOP OF FINISHED DECK 3' BELOW PLYWOOD SL)BFLO L — / i 11 \FLOOR JOISTS PER PLAN ..�` ---------------------------------- ..._.......... BOXING 2 X10 ACQ JOISTS OR AS PER PLAN GALVANIZED JOIST HANGER 0 EACH JOIST TO LEDGER 2 X 10 (OR PER PLAN) ACQ LEDGER DECK2WALL SPACERS ( 2-4/2' X 5/81 5/8 GALVANIZED CARRIAGE BOLTS W/ NUTS AND WASHERS AT 2.4'OC (STAGGERED) THRU BOXING ICE & WATER SHIELD CTO LAP 42' ABOVE AND BELOW L sa CENTERLINE OF BOLTS OR TO UNDERSIDE > OF DOOR PAN AS PER CONDITION ~ -zz-- (3) > PEG< TO HOUSE DETAIL. 1' = 1' - ON 52'-5 3/4” 100'-3 $/a'° —" ( 24'-9" ' 1E�F \�,, APRIL 16, 2022 \; � s1 ti< � R"' Eli, I F E A f. APRIL 1 a, 2022 R. (3EJBBO REBID E-- NC: M 10-TU, lk & AV" 142 11411 1 T J 651 . 756 . 4. 399 631 . 535 . 6220 ----------------- ....— -- ..T_.... — — -- — _._—------- ASPHALT 5HIN6LE R001' I i 12 \ \ , S .. \ 12 HARDIE PLANK 51DING _ ..................................................... ...................................... ................................................. \ y ........ ......... ............................. ......::.—: .................................................................... 10 1M 0 0 D S I D i'N 12 \ , ............ ................. .............................................................................................................................................................................................. ................................ / `s \ as \ moo �¢� .. ......... .......... ........... .. \\ — ----------------- - - =—- -—— — - — - -- -- --- \ _ I ....................... ....................................................................................................._.......................................H A..R.D...I...E.......—P L-A NK........5 LV I N..G ................................ ............. .......... ..... .................... ......................... .. . ............. ........ 1� ... ............................................ .......... \ ,�\\ WOOD 51DING ..................................................................................... ........... ----------- ............ . .... .............................................. ........_................................................................. .........._ r ... . ....................... .......... i; ............................................. . ... _ I : � I I --- _ - .. ....... - -- -- - -__ - - -- -- - -.._....._... ............................ I , i GABLERAIL SYSTEM .......................... ....................................................................................................................................... --- — - _ ._...-----------... - - -- ............................................ ........... ........ --- _ — - -------- - --- -- -------- - — -I- — —� ---- --------------------- ----------------------------------------- ........--.....__- -.............._.... ------------..._ A on����w�No w w IIS IB®1��Im Will � �smm an smno on so go on NoI I I I \ ,�®„�,.I ® ! IIMI�ra+ __.1 rLJ � � � nslr�rmw .. �� ON on � ��®asp• \ t— \\ I I •u al r aalkr —-� L STEP I-OOTING woo volowaso Nov 1 / 11 - if - 011 APRIL 16, 2022 Rh E I E I A APRIL IS 2022U 3 B M B N D E M 0 E, \ \\ �. 41 LIBF7wBIDE [ELEVATIMEM : , : , CUTCHOGUE [MY 631 . 736 . 4399 631 . 335 . 6220 I .. ............................. 12 10 I i i i ! _---.-----._.-........_.-.- ........._.._.........._. ' L.J1.SUMI IN, i i — ! i i U i i i lilt; 2 ASPHALT SHINGLE ROOF 111 fAULATTILK ... e................x1.....ai.....__......_... .... . ; : 0-1d i i i i L-110 IN -----------.-- --------- _.-...._-- 4. I . i . . .: LU , , 11-1 _......-. __-- -__ -- METAL F . P CHIMNEY! ! ! Ipay -- - ... ..... ... : i I i i i i I i i i i I l i i � � .. .. � .� ! ,::k:.:: • ::�:4::.:.::...::: . : ::::..-:_!:;: .11: !i...�:;:.. 1.�.1:_:::..: .. ASPHALT S H I N G L E ROOF ..... _..H R.D.I...E..........P�:_A N..K.......5 I D 1.�..�....._............ ......... . . WOOD SIDING . x... LIU -- - hIj Wil L E..E.. —_-- -- --- � i i �I I S I 3 I ! I Cull LI.P. QQ 177 f - --------_ -...-....... j I IIII Ii iI I I -- -------- i I --_-..... i ---- _........ ------------. .. I ... I I; G I I I =r1 - 1 ! I wA I I + ( I I I I! 57 I ANDI N� G E I E R 4, i 0F' j I I I iI I I I I i ! ' ! I i I : ! .... ! I ! l IJ I : ! i I I I ' ! 4D S' ID NG i I � I ! 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FINAL GRADE T ETERMINED BY OTHERS � -- � ....... .........- - - .. OBER __.._ .... _._. .....< . .--- IE . ..... - I — _ 'i I I I I -. _ 1-J LJ I ( I I r� —I r � � � r —I r —I EXISTING GRADE : I i ;I 1 / 4" = 1' - 0" No _ , �. ,r" V APRIL Ib,2022 ': .�� GpEIF� %i APRIL 15, 2022 GRO" LIFEA = AR ELEVATION II I / 4 = I - O cn f OCIATEf :.�,dJ. 631 . 736 . 4. 399 631 , 333 . 6220 � _ A HA HIN SP LT 5 SLE ROOF 12 TTTI ------------- - I • A 5 P H A L T SHINGLE ROOF �. --------------- / .....................................__._.._........ ................................_._............._..........__._...... . ........... HARD I-E--._ PL..A.N K...-...5 I D l N G . .... a- - I , ;�_:::(:, -_,,- , ... _.. ........ _.................................-._................-._...............-.................._........._._... de I ..........................-...... ........_.................... .....__-.__-......._........ ........... .......---.........._..._...._. ..... ...-.....--__. .......... i _ _ 12 ---—------------—... — ....... ......__...................._. 325 -- — ---- _— -_— .......................................................................... ................ i i ................................................................................................................... ........... i i „.. ......._....__.....__... ........_..........................._..........._......._..._.._........... .. . .............................................................................................._........................................... I .. ...................................... ........... ...._. ... ....... .............. ......... i 1 i ...- i l WOOD51DING WOOD 51DING ................................... .................................................. ................................. ....... ........................................ Ell j -- I ................................................ ................................... ............................................... =LLL I ! j ................ I { ................................... ............... I I I j ........................................ I i I I I ' HARDIE PLANK I..D._I...NG..... .. ---------------------------;— ' _. ..... .----------�.. _ -.. - - -- -._..... - .-._.......-..-- ...... ................._............ ...._..................................... ............. ..... - -�._� ----- I i — j i i I --.._.... I - -- ----- - I I I I i ..................... ................ _.............. 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L_.. - - - X ." i.......:: " .. .. .. .... ,..:. ..�Roman .... _ x::::. •�•.m APPR X FI'�IAL _... .. — _._. . — w... 0 GRADE STEP FOOTINGS DOWN 1 : 3 __.._--____ ------_------_..._ _------..-_----_. ,M JP C? y GR E71 F FAPRIL 16, 2022Cm t I f F. /if T t I /i APRIL 18, 2022 ENCE. 1?y o 11 RmGH7melDE [ELMVATICEM Aff OCIATEf '7/ 1 f � I i < 1 / 4 — I — 0 eCUTCHOGUE Evy 631 . 736 . 4399 631 . 333 . 6220 ��:.� 14" LVL RIDGE BOARD ASPHALT ROOF SHINGLES 1/2" ZIP SYSTEM SHEATHING 12 12 2XI0" @ 16"00 RAFTERS 10 2X4 @ 45"00 COLLAR TIES 10 12 R-5b FACED INSULATION n io lf� onon non r,,,w,]BA,T,T,,A(1T11T1I,r LN I ATE �Qnnnnnnn !M� 'I T.O.PL xuuuuu" UUMUNNULUMMIUQU 11 u 1 uu(.;; - ----- ------------------------- n AZEK FASCIA BD 'ER SYSTEM ALUMINUMrvVI7 T.O.PLATQ ------------------------------- -------------------- --------- ------------ ------------............. AZEK BEADBOARD SOFFIT 1/211 cIrp c7ALVALUME STANDING SEAM METAL ROOF --------------------- - ---------- -------------------------- L2" CONT. SCREENED VENT 36" ICE 5HEILD STARTER STRIP TYPICAL EXTERIOR K,5,,,LL5 AT HOUSE: tT b 1/2" ZIP SYSTEM SHEATHING EE HAP-DIE PLANK 51DIN6 2XI0" @ IVOC RAFTERS AT b" TO WEATHER EXPOSURE 1/2" ZIP SYSTEM 5HEATHIN6 12 2Xb@Ib"OrSTUDS (51-00KIN6 @ MIDPOINT) 12 BEDROOM #3 R-21 BATT INSULATION 5/4" PLYWOOD 5U5FLOOR 6 6ALVALUME 5TAWN6 SEAM METAL ROOF 36" ICE 5HEILD STARTER 5MP 5.25 ITT ZIP SYSTEM 5HEATHIN6 TJI FLOOR JOISTS T.O. GIRDER2XIO" @ IVOC, RAFTER:5 N_ - ,: i x_ \. T.OPLATE IXe) AZEK FASCIA BV . T.O. 61RDER ..............---.. ----------------- ALUMINUM GUTTER SYSTEM r\ AZEK BEAD SOFFIT \\�IX8 AZEK FASCIA BD -1/21, GYP Bo_ 12" COLUMNS p 1314N j ALUMINUM GUTTER SYSTEM (AS SELECTED BY OWNER) Lo 4X4 ACQ POSTS i i b I AZEK BEAD130ARD SOFFIT 0 _11 WOOD DECKINGAS SELECTED OWNER) o KITCHEN - WOOD DECKING AS SELECTED BY OWNER) I CABLE RAIL SYSTEM 121, COLUMNS ( OR RAILING AS PER OWNER) 3/411 PLYNOOP eUBFLOOR �X4 A00 P0TED BY ONNER) 5T5 T.O.5UBFL. V 7 7 111AT' l 0 0 0 u R 6 6 46 6 6 261 ....... "I""'Im in WA —------................. ........ -- ----- -- -=7. 7------7`T!1711m" .......... ---------- ........ ----- METAL TERMITE 5HIEL Imo: =2Xb TREATED e R-50 FACED BATT INSULATION ILL NL. 'BOISE CASCADE FIRE JOIST5 _-_(1--1iiii F 4 .1 FIRST FLOOR ONLY-) - 1,7=11 X mop 0 Im cc, ] = i I I ANCHR BOLTS (SEE DWG AIO FOR SPACING AND SIZE) BASEMENT hIP - I=on am ow- 411 CONCRETE SLAB VV 5 1/210 ST COL -'A i I 11:: . ........ ...... It ., 11 �i 11M 11111 logo.. • (bXb #10 ON ON 2'-0" X 2'-0" X MID =j_LL_LLLff�I lo" GONG. FOUNDATION WALL O-veR5 CONC. Y OTIN65 iLLL12"0 PIERS YV VC-LL COMPACTED SAND1NFD)<. -TO FEF- 4 #4BRSVERT. ON ( P.) -------- --------- TUMINOU5 DAMPPROOFIN6 jw'L I , (FOOTING(r 7TO GRADE) Jil- 4"X24"XI2"0 GONG. FTG N V-10" Vill, X 12"D CONCRETE FOOTING ---------------- -------------- ...........v an will so --jr_:............7.-�---------- hill— win®so #4 BARS @ 6"00 EA. WAY IN 5 #5 BARS AND 2X4 KEYWAY 0 TYPICAL ------------- 4_1 1 / 4" 1' - Oil 12 12 ( ( 4' VENT THR.0 ROOF 4" VENT THRU ROOF 4" VENT THIR.LJ ROOF I I III10 ► 10 BATH 2 rA BATH 3 Z z 112 112" 14.2, 112 12. 412' f_6 2' 112i' 4" b VERTICAL h0OP SIDING cr% (AS SELECTED BY OWNER) LiI :fl 5 X VIECKIN r /4 1 1 i 4" 112' 412 142' 2" 4' MASTER BATH 4 1 ON A06 SLEEPER51 FAMILY RM BATH— 2. __jI POWDER 2. ON RUBBER MEMBRANE ROOFING 1 4' 4' (SLOPE TO KAINV� b CABLE RAIL 5,r5TEM 41. LAUNDRY ON TAPERED SLEEFERS, KITCHEN 112." 1412` 112., 2 1-121 2"1 12' W4SHEP ................ ............ w .............. .................. .................. ......... .............. . -j ma -4 142' - 3' CLOSED CELL FOAM 4. 12.1 :i 111 4- 1"2' R-21 UNFACED BATT INSULATION Ll ( AT ALL FLAT AND LOW PITCHED ROOF AREAS c.o. 1 4" i' oil 4" E.H.C.I. HOUSE TRAP CONNECT TO APPROVED PLUME311MIGn RISER DIAGRAM SEPTIC SYSTEM NO SCALE —---—------------------ ----------—---------------------- ------------- ------ -------------------------- iZ1 E I F APRIL 16 2022 APRIL ID, 2022 Af _7 R G2 u a a 0 F611 Em B 0 D Fm N� BECTIONB 7 1 4" 11 Oil -AOCIATEf Afj ff CUTICHOGUE NY 631 . 736 . 4399 631 . 335 . 6220 MID POINT OF ROOF i / / \ / \ i ASPHALT ROOF 5HINGLE5 14" LVL RIDGE BOARD 1/2" ZIFSYSTEM SHEATHING 2X10" o I6"00 RAFTERS 12 `\. T.O.PLATE 0 12 /... 2X4 ® 45"OG COLLAR E5 ASPHALT ROOF SHINGLES GALVALUME STANDING SEAM METAL ROOF ' 36" ICE 5HEILD STARTER 5TRIP 12 10 I 1/2" ZIP SYSTEM SHEATHING I 2X10" @ I6"00 RAFTERS 1/2" ZIP SYSTEM 5HEATHING3.25 2X10" @ 16"OG RAFTERS = FACED INSULATION ,lam ® ......................... i v 1/2" GYP BD ��� ;�.\ - -- ---_ ---- -- - - ........................................... ........... . --- --- - - -;�= - ') - ------------------._..-----.... - - -- - - -__ - - -- --- ——: :—.: .-..__.... — i --- T.O.PLATE ---...--------------------------------------- 1X5 AZEK FASCIA BD I I AZEK BEADBOARD SOFFIT ALUMINUM GUTTER SYSTEM 12" COLUMNS I I `-j AZEK BEADBOARD SOFFIT (A5 5ELEGTED BY OWNER) I I I I COVERED 2 CONT. 50REENED VENT O 4X4 AGQ POSTS - PORCH FAMILY ROOM O I I I TYPICAL EXTERIOR WALLS AT HOUSE: WDOD DECKING (A5 SELECTED BY OWNER) VAULTED CEILING =! j HARDIE PLANK SIDING -_ AT b" TO WEATHER EXPOSURE GABLE RAIL SYSTEM I I .__�_ _-_--.................. .-----------------------------._-._. ....----.._...._______-_; = j I/2" ZIP SYSTEM SHEATHING ( OR RAILING AS PER OWNER, -- -- I O 3/4" PLYWOOD 5UBFLOOR 2Xbc�i6"OG STUDS (BLOCKING MIDPOINT) _ R-21 BATT INSULATION - CC) ._..x:.: ��._:...: - - -- -- --- - — __ ---- - -- - - ----- - --- on Will, ------- __----........... . .. ---- ------- ---_----._....------- ----- T.O.FOUNDATION OMIT,� � 11 J�; B015E GA50ADE' FIRE JOISTS ( FIRST FLOOR ONLY ) R-30 FACED BATT IN5ULATJON-- — AppX.�rIN15H �"� I I 1 i i I _ - — 2Xb TREATED SILL AVERAGE GRADE AT FOUNDATION— 14" LVL RIDGE BOARD I I _ I - METAL TERMITE SHIELD \ \ I I -.... - - _ SILL SEALER 0 L J ' r _ BASEMENT OX.EXISTING Gly RS ,,._ ® -- --" " � ANCHOR BOLTS (SEE DWG AIO FOR SPACING AND SIZE) \ ASPHALT ROOF SFfINGLES AppR TO3E PER 0 ..1--- "'� 4" CONCRETE SLAB W/ I 12 I/2" ZIP SYSTEM SHEATHING FINAL (,RA,t)INC� --- .� I O PIERS W/ &Xb #10 W.W.M. ON i 10 GONG. FOUNDATION WALL 10 / \ 2X10°' 1b"00 RAFTERS 4 #4 BARS VERT. ON WELL COMPACTED SAND BITUMINOUS DAMPPROOFING 2X4 48 OC COLLAR TIES \ 12 ® 24"X24"X12"0 (FOOTING TO GRADE) \\ b \ � a GONG. FTG W/ _ T.O.FOOTING \\ \ #4 BARS ® b"OG EA. WAY I'-10" W X 12"D CONCRETE FOOTING \\\\ I'—on ( TYPICAL ) W/ 3 #5 BARS AND 2X4 KEYWAY . .. �.. . .,�.. .. nr. ' ;� �.- ..�_ �.. U� 1. 1 : TOP OF PLATE .00 IX5 AZEK FASCIA BD 1/2" GYP. BD \\ ALUMINUM GUTTER SYSTEM 5/4 X 6 DECKING R-38 BATT INSULATION ON AGQ SLEEPERS / j? AZEK BEADBOARD SOFFIT 2" GOVT. SCREENED VENT 1 /4" = 1' - 0" ON RUBBER MEMBRANE ROOFING (SLOPE TO DRAINS) _ ON TAPERED SLEEPERS REG ROOM -°' 3/4" PLYWOOD %%FLOOR TYPICAL GARAGE BLDG EXT. WALL5 TOP OF SUBFL IXIO T86 VERTICAL WOOD 510116 -:::-::___:::-:_::...-..__-:..:_::-_-:::::::::.......:.::::.::::......::::: ::::: -.. ......_.....: .:- .- ---::---:-:......_..:........: A5 SELECTED BY OWNS ..........----...._-- - � :n ' ;` � tl(� 1'� r`(� t' '' '� .(� ... -:.- - ---....- - ---- ---._... 1� UJ�1J�uUI� � I�J! �1�l�Ui�� U�I � U �/I6" ZIP SYSTEM ShiEATHING _-------- .----------- - R-21 KRAFT FACED BATT INSULATION TOP OF PLATE 2X616"0G STUDS -� R-30 BATT INSULATION WEATHER BARRIER 5/5" TYPE 'X' FIRE-CODE GYP BD (WALLS AND CEILING) - - - -- --- LAUNDRY GARACGE 4" POURED CONC. SLAB IN/&Xb #10 W.W.M. ON GRANULAR COMPACTED FILL _._....... ---------------- PITCH SLAB 1/5"/FT TO DOORS j..... TQP OF FOUNDATION 1 / 4" = 1' - 0" liiiiiiiiiiiiiiiiiinoililv APRIL 16, 2022 :at I F E t I /i , APRIL 15 2022BECTEOP48R 0 U S S Cl F1 m. a I D E W` c MI . 77 1 /4" - 1' O" I 0� CUTCHOGUM NY s: 631 . 736 . 4. 399 61 . 335 . 6220 �s --....-------------------------_......�_._.... —.........._._.. —-- — s � I2. ........... .............................. 10 ;. ... ................................. .......................... ........................... 5/4 X 6 DECKING /� ................. ..... ON AGQ SLEEPERS ........................... ................... . ON RUBBER MEMBRANE ROOFING ......... - .......................................... . (SLOPE TO DRAINS) ..... .........._................ ..-. ON TAPERED SLEEPERS I ..... ....................................................................................................................................___ .............................. ................................................................................. I ............................ ........................................................ ....... ............. I....................... . ................................................................. / .................................................................................................................................................................................... ...... ........ 1�T ..........................................................................::....::.:............................... ...... .......:.....:............................................... I . GALVALUME STANDING SEAM METAL ROOF — ...__.. ............................................................................................................................................I.............. 3b" TGE SHETLD STARTER STRIP -- ..................................................................................................................... / ............. .........................................w ........................................ .......................... ........................................................................................................................... I/2" ZIP SYSTEM SHEATHING a .................................... GALVALUME 5TANDIN67 SEAM METAL ROOF 5 . 2X10" @ I6"00 RAFTERS 36" ICE 5HEILD STARTER STRIP .... .................... ............................................. ................................................................. . ................ ........................................................ .............................................................................................................. . I/2" ZIP SYSTEM SHEATHING .........__..... ............... -.---:. R....� .;y:-- - 3" CLOSED CELL. FOAM 2X10@ I b OG RAFTERS ................... ............... ..............4.......... ........_.... _. .....................: :.,•... R-21 UNFACED BATT INSULATION .... ........... .. ; � . .... . - r 12 .......... ............. ........_ .. _x c �� .�. ( AT ALL FLAT AND LOW PITCHED ROOF AREAS } 12 ....................T ........................... .. ........ .. _ 325 ............................ b - - -- - - GYP BD . 12 12 -.. _ HARDIE PANEL 510IN6 Y _ AT 6" TO WEATHER EXP05URE - o - 1/2" ZIP SY5TEM 5HEATHING AZEK BEADBOARD SOFFITI r 2X6@ib"OG STUDS (BLOCKING @ MIDPOINT) �v WOOD DECKING I - -_y _ R-21 BATT INSULATION ( A5 SELECTED BY OWNER) I - PWOR RM MASTER BEORM tz 12" COLUMNS a I I - r� (AS SELECTED BY OWNER) 4X4 AGQ POSTS `' --- ..-- — -- - GABLE RAIL SYSTEM r I _---- ._.—....--- 5/4 PLYWOOD 5UBFL OR __ - - - ( OR RAILING A5 PER OWNER) I I = ...... -.... ---------------—.-...-_....._..........._.- . . --------- -------------- (EL --- (EL 36.09 DATUM 0,-D�� T.O.SUBFL ---- mom m an M M on mw 'BOISE CASCADE' FIRE JOISTS - -- - (FIRST FLOOR ONLY) o - ---_ _ F --- - _ __ - R-30 FACED BATT INSULATION 3 I/2110 5T COL � BASEMENT -- -._- 77EXI5T/NG ON 2'-0" X 2'-0" X 12"D R>4I�E 4 CONCRETE SLAB W/ GONG. FOOT I NG5 bXb #10 W.W.M. ON w WELL COMPACTED SAND w~w w w�"°'®•.w APPROX FINAL GRADE w®www®,�"w®w..w,■w,w low aft O 1 G R1 0 TABLE R402.4.1.1 COMPONENT AIR BARRIER CRITERIA. INSULATION INSTALLATION CRITERIA AIR BARRIER AND INSULATION INSTALLATION CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACE SHALL BE COVERED CRAWL SPACE INSULATION,WHERE PROVIDED INSTEAD OF WITH A CLASS I VAPOR BARRIER WITH OVERLAPPING JOINTS FLOOR INSULATION,SHALL BE PERMANENTLY ATTACHED TO COM 014ENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA TAPED. THE WALLS. A CONTINUOS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SHAFTS,PENETRATIONS DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTS GENERAL REQUIREMENTS ENVELOPE SEALING MATERIAL. OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. NARROW CAVITIES BAITS TO BE INSTALLED IN NARROW CAVITIES SHALL BE CUT TO BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. - FIT OF NARROW CAVITIES SHALL BE FITTED WITH INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING OR SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR THE INSULATION IN ANY DROPPED CEILING!SOFFIT SHALL BE AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND BARRIER SHALL BE SEALED. ALIGNED WITH THE AIR BARRIER. GARAGE SEPARATION CONDITIONED SPACES. - ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE SEALED TO THE FINISHED SURFACE. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. T E[E JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY PLUMBING AND WIRING IN EXTERIOR WALLS,BATT INSULATION SHALL BE CUT NEATLY TO THE JUNCTION OF THE TOP PLATE AND THE TOP OF EXTERIOR WALLS WITH A MATERIAL HAVING A THERMAL RESISTANCE, _..__ FIT AROUND WIRING AND PLUMBING,OR INSULATION,THAT SHALL BE SEALED R VALUE,OF NOT LESS THAN R-3 PER INCH ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE, SHALL EXTEND BEHIND PIPING AND WIRING. KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS THE AIR BARRIER.INSTALLED AT EXTERIOR WALLS ADJACENT TO EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND SHOWER/TUB ON EXTERIOR WALL CONTINUOS ALIGNMENT WITH THE AIR BARRIER. SHOWERS AND TUBS SHALL SEPARATE THE WALL FROM THE INSULATED. SHOWER OR TUB,. WINDOWS,SKYLIGHTS&DOORS THE SPACE BETWEEN FRAMING AND SKYLIGHTS,AND THE JAMBS THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL AND - OF WINDOWS AND DOORS,SHALL BE SEALED. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS COMMUNICATION BOXES.ALTERNATIVELY,AIR-SEALED BOXES - RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. SHALL BE INSTALLED. FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO HVAC REGISTER BOXES HVAC SUPPLY AND]RETURN REGISTER BOOTS THAT PENETRATE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLOOR, - FLOORS,INCLUDING CANTILEVERED INSULATION. MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF WALL COVERING OR CEILING PENETRATED BY THE BOOT FLOORS&FLOORS ABOVE SUBFLOOR DECKING.ALTERNATIVELY,FLOOR FRAMING GARAGES CAVITY INSULATION SHALL BE IN CONTACT WITH THE TOP SIDE CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SPRINKLERS SHALL OF SHEATHING,OR CONTINUOUS INSULATION INSTALLED ON ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE THE UNDERSIDE OF FLOOR FRAMING,AND SHALL EXTEND MANUFACTURER CAULKING OR OTHER ADHESIVE SEALANTS SHALL FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER FRAMING MEMBERS. PLATES AND WALLS OR CEILINGS. APRIL I6, 2022 Gt,r1F APRIL I 022 1=1-1 FEE= N.] 0 Fm BECTIONS 1� Pi �.j % ' \y 1 "L �� A, �r. �. ...... �... 220 631 . 736 . 4. 399 631 . 335 . 6 I- t3 APRIL 16, 2022 — —i 12^ APRIL IS 2022 II II II ii BLUE- EXTERIOR AIR BARRIER ENERGY COME VATS YEI-I-oW'THERMAL BARRIER RED-NTERIOR AIR BARRIER h CASING ' XU p 5/8"COX PLYWOOD z tu • MIN.4"OVERLAP® " Q -� WINDOW PERIMETER 3/8 x 3 BOLTS WITH (� R-38 FACED ALL STORM PANELS MUST BE WASHER® 12 O G. N U zp z BATT ATTIC INSULATION I NUMBERED AND CODED TO WINDOW LOCATION z Q p DRILL 4 HOLES IN CENTER OF PLASTIC-COATED v ~ Q T.o.PLATE40 PLYWOOD FOR�EQUALIZATION PERMANENT ANGHOR5 OL z ek LU p � m " -- I �Y � 3/8 x 3 BOLTS WITH 5/8"GDX I L U Q N • 1/2 WASHERS® 12"O.G. PLYWOOD z 0 •�• ` N 2 112'FROM EDGE OF PLYWOOD O Q E 7 • INTO PLASTIC-COATED STORM PANEL z O Q ILIA J R-21 BATT INSULATION _ Uj PERMANENT ANGHOR5 z U U OQC O � N T (NOTE-BOLTS MUST PENETRATE J z _ U • THRU WALL AND WINDOW FRAME AT LEAST 2 1/2" D- < Q N o # (31=DROOM I II I I I I GLASS I� Z rz N Ri`n ►- z ° T.O.SUBFLOOR "'- ' 2X4 BRACIN6(2'DIM.TOWARDS PLYWOOD) I U z z O R , III I I I III ATTACH BRACIN6 FROM INSIDE OF PANEL Q z U U U o` 7 in I I I I I I TO OUTSIDE OF PLYWOOD WITH U _zF — w I I I I 2' 10 GA.WOOD SCREWS � O Q � � T.O.PLATE V O BEFORE INSTALLING SHUTTER w p U� U V U 3 1' VX( 1 p zoUj za < om Q A WINDOW STORM PANEL ELEVATION TYPICAL 1 '' FLYA00P STORM SHUTTERS �LA55 DOOR STORM PANEL ELEVATION - TYPICAL I U N o � o o N.T.S. (MULTIPLE PLYWOOD PANELS) I v o K -Q ° °% 1 R-21 BATT INSULATION LU NAILING SCHEDULE TABLE 3.4 COLLAR TIE ATTACHMENT p o N o k 4 w DVYVYG ROOM JOINT DE50RIPTION NUMBER OF NAIL NAIL SPACING N ROOF FRAMING ROOF PITCH ROOF SPAN(FT) WIND SPEED z ptL Q Q T.O.SUBFLooR 12 h �y = �.•+l 1� RAFTER TO TOP PLATE: (TOE-NAILED) 3-5d PER RAFTER - . CEILING J015T TO TOP PLATE 3-5d PER J015T 3:12 12 4-I0d .-- CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.1 EACH LAP 20 I-Iod CEILING J015T LAP5 OVER PARTITION (FACE-NAILED) SEE TABLE 3.1 EACH LAP 24 a-loa STORM PANEL DETAIL R-3o FACED BATT IN TION � COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.4 PER TIE 26 5PEGIAL BLOCKING TO RAFTER (TOE-NAILED) 2-Sd EACH END 32 5PE61AL TYPICAL 56 RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END 4.12 12 5_10d TABLE 8301.7 ALLOWABLE DEFLECTION OF I I BA/•GME AT WALL FRAMING 16 4-1od STRUCTURAL MEMBERS TYPICAL STANDARD FOR HURRICANE RE-515TANT TOP PLATE TO TDP PLATE (FACE-NAILED) 2-16d PER FOOT 240• 5--10d Ifod STRUCTURAL MEMBER ALLOWABLE RESIDENTIAL CONSTRUCTION DETAILS TOP PLATES AT INTERiEGTION5 (FACE-NAILED) 4-16d JOINTS - EACH 51DE 28 1-Iod DEFLECTION REFERENCE STANDARD: STUD TO STUD (PAGE-NAILED) 2-Ibd 24" O.G. 32 8-IOd RAFTERS HAVING HOPES 6REATER THAN 3/12 WITH NO L/ISO 2020 IRC 56 FIN15HED CEILIN6 ATTACHED TO RAFTER5 = HEADER TO HEADER(FACE-NAILED) Ibd 16"O.G. ALONG EDGES 5PEc1AL ' INTERIOR YyALlS AND PARTITIONS H/ ISO - 5:12 12 3-IOd --- - - - — TOP OR BOTTOM PLAT}= TO STUD (END-NAILED) 2-I6d PER 2X4 STUD 16 4-IOd FLOORS AND PLASTERED GEILtNGS L l 360 NO 5UB5TITUTION5: 3-I6d PER 2Xb 5TUD 20 4-I0d ALL OTHER 5TRZTURAL MEMBER5 L/240 ALL FRAMING HARDWARE 5HOWN ON THESE PLANS, 4-I6d PER 2X8 STUD 24 5-I0d UNLESS OTHERWISE INDICATED, 15 SIMP50N STRONG-TIE. ARCHITECTS NOTE TO THE BEST OF MY KNOWLEDGE BOTTOM PLATE TO FLOOR JOIST, BANDJO15T, EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 2-I6d PER FOOT 28 6-IOd NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. THE SUBMITTED DESIGN AND CONSTRUCTION DOCUMENTS ENDJO15T OR BLOCKING (FACE-NAILED) 32 ?-10d EXTERIOR WA115 WIND LOADS WITH BRITTLE FINISHES L/240 DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO FND�q�� ARE IN COMPLIANCE WITH THE 2018 IECC 36 1-10d EXTERIOR KALL5-WIND LOAD5 WITH FLEXIBLE FINI5HE5 L/120 THE OTHER COMPONENTS OF THE STRUCTURE,ANY FRAMING FLOOR FRAMING 6:12 12 3-I0d NOTE.L:5PAN LE%TH H:SPAN HEIGHT HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS BT('f�j DR40 �jjj�P�SIT L ENVELOPE ®1TT�TG° TR1TG°j CTIOmay J015T TO SILL, TOP PLATE OR GIRDER{TOE-NAILED) 2-I6d PER J015T 16 3-10d NULL AND VOID,AND WILL RESULT IN THE INSTALLER/GONTRAGTOR �./1i1i.e 1Lb�1 ll Jsl j���� 11..e Jl.e lDJCe jUJJsa1i 1L bV 20 4-I0d ASSUMING RESPONSABILITY FOR THE DESIGN AND TYPICAL TIE-DOWN BRIDGING TO J015T (TOE-NAILED) 4-I6d EACH END 24 5-10d PERFRORMANGE OF THE ENTIRE SYSTEM. @ ALL CORNERS BLOCKING TO J015T (TOE-NAILED) 2-Ibd EACH END 26 5-10d HDU5 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) I6d EACH BLOCK 32 6-I0d CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA HDU5 w/ threaded rod 36 1-IOd w OBORNE LEDGER STRIP TO BEAM (FACE-NAILED) 2-I6d EACH J015T GROUND WIND TOPOGRAPN'G DEBRIS SEISMIC SOXOT TO DAMA6E FROM WINTER ICE SHIELD FLOOD AIR FREEZ- w/ threaded rod 1:12-12:12 12 2-IOd EFFECTS ZONE of J015T ON LEDGER TO BEAM (TOE-NAILED) 3-I6d PER J015T SNOW DE516N r uNE DESIGN UNDERLAY HAZARD INC INDEX m AT ALL CORNERS AT 16 3-10d LOAD SPEED CATEGORY NEATHERIN6 I� DECAY �P MET REQ m ALL HEADER JACKS WITH Simpson Strong-Tie BAND J015T TO JOIST(END-NAILED) 4-I6d PER J015T 20 4-10d ' MOD.TO SLIGHT TO m b' OR GREATER SPANS P BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2-I6d PER FOOT 24 4-10d 20PSF 130 MPH No c SEVERE 36 �V, MODERATE III YES NY saa CS Coiled Strap ROOF SHEATHING 28 5-10d 32 6-10d 1 1/4" x 20 a, STEEL STRAP EVERY RAFTER SP4 STRUCTURAL PANELS Sd PER TABLE 3.8 6-Iod PROJECT 51TE 15 WITHIN THE COASTLINE REGION. GIRDERS, SEE PLAN FOR SIZE 9 MTS20 0 6 lOd X 1-1/2 (8) 8d NAILS EACH END 7 10d x 1-1/2 II OR T❑ RAFTERS CEILING SHEATHING TABLE 322E JACK STUD REQUIREMENTS XPO 7 loci x 1-1/2 (FOR HEADERS IN EXTERIOR LOADBEARING WALLS) WOOD FRAMED BUILDING I COLLAR TIES @ EVERY RAFTER PAIR MAY B E r❑ sTuns GYPSUM WALLBOARD F5d COOLERS '1" EDGE / 10" FIELD MEAN ROOF HEIGHT< 35 FEET 5u HEADER WIDTH GROUND SNOW LOAD BUILDING 15 ENGL05ED II H10-2 SUBSTITUTED FOR RIDGE CONNECTORS - US�1oPx 1-1/� WALL 5HEA7HING 30 PSF STRUCTURE 15 24 FEET WIDE WITH IS" OVERHANGS +� " "-• HEADER HEADER :OF JACK 5T1m5 REQ. ROOF JOISTS SPACED I6°OG '* C 8) i 0 d NAILS EACH E N D STRUCTURAL PANELS 8d PER TABLE 3A SUPPORTING SPAN ® EA.END OF HEADER FIBERBOARD PANE15 0/I6") bd 3" EDGE / 6" FIELD 4 2 GABLE ROOF SYSTEM: 40° 27° SLOPE .r c. H10-2 TYPICAL ROOF / CEILING FRAMING WOO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ROOF AND 6 2 I. REFERENCE STANDARD UTILIZED 15 WFGM BY AF4 PA •. HARDBOARD ad PER TABLE 3A CEILING 8 3 2 F PRESCRIPTIVE R AREA: DESIGN METHOD L ACCEPTABLE RAFTER OR TRUSS PARTICLEBOARD PANFI-5 Sd PER TABLE 3A 10 3 I •' '• Simpson Strong-Tie L S T A 21 FIRST FLOOR 2610 5F I-I WALL SHEATHING 14 4 SECOND FLOOR 2173 5F I Ik I SIMPSON STRONG-TIE Raf ter to Top Plate @ 16' OC 16 loci NAILS �� I6 5 GARAGE 872 SF 4 X 4 ACQ TREATED PC-ST"--t' I I ECCLQ-SDS2.5 L S T A 21 (LEFT DIREC-ION SHOWN) CUT 16 10d NAILS STRUCTURAL PANELS - I OR LE55 Sd 6 EDGE / 12 FIELD 3. DESIGN LOA05: LIVE LOA05; 15T FLOOR 4OP5F I I Use every other nail hole . TABLE 32A SILL OR BOTTOM PLATE TO FOUNDATION 2ND FLOOR 3OP5F in a row to provide the LENGTH UPLIFT ANCHORS ANCHOR BOLT CONNECTIONS TABLE 35A TOP AND BOTTOM PLATE TO STUD LATERAL ROOF 5NOW LOAD = 30P5F S P 2 S P 2 code-required minimum N❑T REQUIRED ACCEPTABLE CORNER POST T❑ GIRDER END CONNECTIONS FOR WIND LOADS DEAD LOADS: ROOF = 10 PSF �0 0. S P 2 center-t o-center LENGTH BASEMENT/CRAWL SPACE 5/8 ANCHOR BOLTS @ 3-0O.C. SPACING Top of Posts to Girder Q,°Ia spacing for nails _ Ej SLAB ON GRADE 5/8' ANCHOR BOLTS 0 2'-9' O.G. SPACING MIND SPEED 11011207130 140 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Deo° BRACING WALL. PERIMETER EDGE NAIL SPACING = 6"OC SND 'HT T T 2 2 1 A SPACING (�) USE LIVE LOAD (P5F) GIRDER, SEE PLAN FOR SIZE3 TABLE 33 ROOF RAFTER CONNECTION REQUIREMENT5 (16) a 2 2 2 2 EXTERIOR BALCONIES 60 32 d SINKER I A TT22 REQUIRED CAPACITY OF CONNECTION 10 2 2 2 2 DECKS 40 U = UPL�T LOAD 12 2 2 2 2 CLEAR I ROOF SPAN U L 5 L = LATERAL LOAD ATTICS WITHOUT STORAGE to ACCEPTABLE T❑P PLATE I Q ATTICS WITH STORAGE 20 Simpson Strong-Tie Tie SPAN I I w 12 FT 264 235 280 (PERPENDICULAR} 14 2 2 2 2 • ° SIMPSON STRONG-TIE P 9 I6"oG SPACING I6 325 S = SHEAR LOAD Ib 2 2 2 2 ROOMS OTHER THAN SLEEPING ROOMS 40 .• Top Plate t o Stud y 20 386 (PARALLEL) 18 2 2 2 2 SLEEPING ROOMS 30 24 441 •� 4 X 4 ACQ -REATED POST ° 20 2 2 2 2 STAIRS \ � 28 5oa GUARDRAIL5 AND HANDRAILS 200 CS16-48' LENGTH (U 00 32 510 TABLE 3.QA RAFTER/CEILING JOIST HEEL JOINT CONNECTION ACCEPTABLE POST T❑ GIRDER (20-8D NAILS) \ 36 632 ROOF LIVE LOAD &ROUND SNOW LOAD TABLE 8301.7 ALLOWABLE DEFLECTION OF 20 f 30 f STRUCTURAL MEMBERS Top of Posts to Girder END \ TABLE BAA RAFTER AND/OR CEILING JOIST TO TOP PLATE 12 2 6 2 24 °' LATERAL AND SHEAR CONNECTION REQUIREMENTS STRUCTURAL MEMBER ALLOWABLE Provide minimum e" LENGTH S P 4 II UO RAFTER SLOPE RAFTER REQUIRED NUMBER OF Ibd COMMON NAILS DEFLECTION ALL SIMPSON CONNNECTORS end distance 6 lOd X 1-1/2 WIND SPEED 120 130 140 SPAGIN6(IN) PER HEEL JOINT CONNECTION TO BE 'G-'t85' GALVANIZED RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO L/ 180 ° II RAFTER/CLG JOIST WALL HT NUMBER OF 8d GOMMON NAIL5 OR I 3:12 16 4 1 12 4 8 12 FIN15HED CEILING ATTACHED TO RAFT95 Equal number of SPACING(IN) (FT) IOd BOX NAILS(TOENAILED) 4:12 16 3 5 8 3 b 9 INTERIOR INALL5 AD PAR7ITION5 H/ ISO specified nails 11 REQURED IN EACH RAFTER AND/OR 5:12 I6 3 4 6 3 5 7 FLOOR5ANDPLA5TEREDCEILIN65 L l 360 4 X 4 ACQ TREATED POST in each end TYr?ICAL HEADER TO WALL FRAMING CEILING J5T TO TOP PLATE CONNECTIONLSimpson Strong- Ie l� 8 2 ?. 3 '1:12 16 3 3 5 3 4 5 ALL OTHER 5TRUGTURAL MEM5ER5 L/240 TYPICAL SECOND FLOOR FRAMING CS Coiled Strap 12 10 2 2 3 1212 Ib 3 3 4 3 3 4 EXTERIOR WALL5 WITH PLA5TER OR 5TX,GO FIN15H H l 360 ACCEPTABLE STUD TO STUD _ 12:12 ib 3 3 3 3 3 3 = - I6 8 2 .I 3 EXTERIORYIALL5-WIND LOADS WITH BRITTLEFINI5HE5 L/240 ® Simpson Strong-Tie BP 10 2 '► 3 TABLE 3.10 ROOF SHEATHING ATTACHMENT EXTERIOR INALL5-KND LOAD5 WITH FLEXIBLE FIN15HE5 L/ 120 Floor-to-Floor Connection /J� 24 8 3 `t 5 NOTE:L:5PAN LENGTH H:SPAN HEIGHT �� SIMPSON STRONG-TIE ALL STRAPS TO BE APPLIED OVER two., 10 3 -41 5 5HEATHIN6 LOCATION MAXIMUM NAIL 5PACING CBS044-SD82 SP1 O FOR Sd COMMON NAILS CS16-36" LENGTH PLYWOOD SHEATHING H2s 'I AHERE TOP PLATE TO RIDGE HT EXCEEDS 10' 110 mph WIND 120 mph WI 130 mph WIND 140 mph WIND li _ WALL HEIGHT 8' 10' E F E F E F E F (20-10D NAILS) WRAP UNDER SILL AS REQUIRED � fT TOP PLATE TO RIDGE ADJUSTMENT 5/8 DIA, ANCHOR BOLT HE16HT(FT) FACTOR O 4'PERIMETER EDGE ZONE 6 6 6 6 6 6 6 6 a•, CONCRETE PIER SEE PLANS BY BUILDING DEPT.) @ 33'❑C cit" FROM CORNERS) H8 "r', r l Io' IDO 1.00 I INTERIOR ZONE 6 12 6 12 6 12 6 12 c� FOR SIZE Aryl) FOOTING INFO. PR❑VIDE 3X3' BASE PLATE @ EA. ANCHOR BOLT \� y 15' 1.15 125 GABLE END WALL RAKE 4 4 4 4 6 6 6 6 •� `"`• "- O ° 4 ACCEPTABLE ```�---- 2O' 1'40 150 3Cf Simpson Stron Tie E-NAIL SPACING AT PANEL EDGES([NJ 3' MINIMUM •° , Top of PIER to POSTS °• Sill Plate to Foundation TABLE 3.11 WALL SHEATHIiJlS ATTACHMENT F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN SIDEC❑VER o°• co MAXIMIM NAIL SPACING THE PANEL FIELD °° @ each stud 5HFATHING LOCATION FOR&1 COMMON NAILS o BP "°mpr'NUND Izo mph wl ISO mph NUND I40 mpn►v'b' FOR EDGE THE R5HEATMOIOFF,IVINGTMLUIND NGFEET 44 FEET ON EACH SIDE of o° TYPICAL BASEMENT/CRAWL SPACE FOUNDATION TYPICAL GARAGE SLAB FOUNDATION E F E F E F E F THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE 5/8' DIA, ANCHOR BOLTS 4'PERIME7BR EDGE zobE 6 12 6 12 6 12 6 I2 ATTACHMENT REQUIREMENT5 SHALL BE USED ACCEPTABLE @ 36'❑C (12' FROM C❑RNERS) JA INTERIOR ZONE 6 12 6 12 6 12 6 i2 Simpson Strong-Tie. • .. PR❑VIDE LBPS 3X3' BASE PLATE 2 EA. ANCHOR BOLT E-NAIL SPACING AT PANEL EDdES ONS Stud to Band Joist F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN 1I ® �,�4®�,S� ®� �� ���I��.d'11dV lL THE PANEL FIELD '..... ..: �`••: ISL!' IIS JI FOR KAL L SHEATHINS NITHIN 419MT OF THE CORNEIRS, r• •' THE 4 FOOT EDGE ZONE ATTAGFI�4ENP REAWIREMENTS171, '•• SHALL BE uSED ''•- • �••�:•' �'".. NO SCALE 171 - - Division 9. Finishes 13854-Smoke Detector/Alarms-Provide and install a complete - [a �7� TABLE OF CONTENTS 07600-Fkshing and Sheet Metal-histall appropriate flashing at OM-General-Contractor shall review construction documents bardwired smoke alarm systern with battery back-up.provide at least - Division 1.General Requircmients 03300-Footings-Center all footings on walls,piers,or columns Division 6. Carpentry Roof Decldng-Provide arid install 1/2-ADVANTECH 'ZIP SYSTEM' all joints of chimneys,dormers,walls,vent pipes and other and provide labor and materials pertaining to the fixtighes as one smoke alarm on every floor of the structure(including the Division 2.Site Work Division 2. Site Work above unless otherwise noted.All footings shall be placed at least code certified sheathing panels.Sheathing shall be connection points to prevent the infiltration of water. Flashing shall required in said documents and as specified herch while basement)and both inside and outside of each sleeping arwilzoom. . Division 3.Concrete 12 inches below the undisturbed ground surface and rest on 06000-General- Contractor shall review construction documents and installed with the face grain running across the rafters,vertical be assembled of 26 gauge minimum galvanized,corrosion resistant complying with at]applicable building codes. Smoke alarms are required in all sleeping rooms,according to the Division 4.Masomy 02000-General-Contractor shall review construction document undisturbed,virgin.soil with minimum sod bearing allowable of provide labor and materials pertaining to carpentry work as required in joints staggered. Nailing shall be as per'Wind Code Sheer sheet metal.Valleys shall be wrapped with 20"wide galvanized 09250-Gypsum Wallboard-Gypsum board must be held firmly NFPA 72, National Fire Alum Code M)interconnected in such manner Division 5.Metals and provide necessary site worX excavation and grading as 4000 Pat tested for 95 percent compaction,or 3/4"stone compacted said documents and as specified herein,while complying with all specifications(Table 3.1). flashing and extend 10"in each direction from center-line of valley. that the actuation of one alum will activate all of the damn. The alarm Division 6.Carpentry required to construct add project. in 12-fifts to 95 percent density if fill is required.Footings at applicable building codes.All nailing shall be done in accordance with 06160-Sheathing-Pfovide and install inn ADvANTEcH mp sysTEm Use 4"wide x 4"high long galvanized flashing between wall siding against the framing while fastening to avoid later movement of shall be clearly audible in all sleeping mm over background noise Division 7.Thernial and Moisture Protection building perimeter shall be a minimum of 36"below frost line, the New York State Building Code performed in a workmanship code certified sheathing panels.Nailing as per Vind Code Sheet!table 3.1. and roof surfaces and step flashing between masonry and roof gypsum board on the alin of the nails or screws. levels with all intervening doors closed Mount the smoke alarms on Roofing and Accessories 02200-Site Preparation-The area of clearing shall be maintained constructed of 3000 psi concrete.Footings shall be minimum 12" manner and according to good building practices, and manucacturees spees. surfaces.Keep flashing concealed except where exposed on vertical Nails or Screws:Nails and screws shall be a minimum 3/8" ceilings or high on walls.Ceiling-mounted.alarms should be installed at Division 8.Doors,windows and Glazing within the limits shown on the appropriate site plans. Remove deep with min.6"projection at each side of foundation wall. 06100-Rough Carpentry-Lumber shall be of live,sound stock and 06162-Wood Sub-floors-23/32"ADVANTECH plywoodsub-floor shall be surfaces or counter flashing. and a maximum of 1/2"front edges and ends of wallboard and lead four inches away from the nearest wall;wall-niounted.alarnis Division 9.Finishes strarips and matted roots.Dispose oftrees and shrubs in accordance Provide 2"x 4"keyway between footing and foundation wall. properly dried. Pressure treated ACQ lumber shall be used where any installed with both nails and.approved sub-floor adhesive.Stagger 07630-Termite Shield-At pier and perimeter foundations,install the heads shall be seated slightly below the maface without should be installed at lead four inches,but not row than 12 inclies Division 10.Specialties wiffi applicable garbage,refuse or woods ordinance. Provide rebar(reinforcing steel)as detailed per the drawings. lumber shall come into contract with concrete,masonry block or sod joints a minimum 2 stud spaces. For attic access,install necessary continuous flashing on all sides and top surface to prevent breaking the paper. Nails shall be spaced not to exceed r on away front the ceiling.On vaulted ceitings,be sure to mount the alarm Division I 1.Equipment and when using as support members for decks,porches or balconies. plywood wallmays to meet applicable building codes. sub-terrain termites ftorn penetrating the wood structure.Provide ceilings or 8"on sidewalls. Head diameter shall be a nominal at the highest point ofthe ceiling. Don't install mnoke show near Division 13.Special Construction Soil Bearing-Foundation designs are based on a soil bearing 03300-Slab Foundations-Concrete floor slabs shall be Lumber for use at exterior shad have a maximum 12 percent moisture Cop-R Shield termite shield over fibrous insulation. 1/4"with the length 1 1/2"to penetrate a minimum of 7/8"into windows,outside doors,or ducts where drafts might fiderfere with their Division 15.Mechanical value of 4000 pst, FOUridations and slabs we designed to constructed of 3500 psi concrete,4"thick reinforced with 1 0 gauge content. Provide adequate bracing and shormg during the construction Engineered Lumber-All engineered lumber indicated on the 07714-Gutters and Downspouts-Install 5"wide'K Style' nailing member Nails shall meet the minimum requirements operation.Do not paint�apply finish or obstruct smoke alarms. Division 16.Electrical uniformly bear on well-compacted,well-drained 6"x 6"welded-wire mesh continuous and rebar(reinforcing steel) process. Studis and joists cut to install plumbing and/or wiring shall be plans shall.be Microllant LVL beams and Trus Joists as white aluminum gutters and 2"x3"downspouts of ASTM C514 and may included coated,etched treated or Carbon Monoxide Detector/Alarm-Provide and install a complete Division 1.General Req ments nw-expansive soils. Should on-site observations show fliat as per plans. Place slabs over well-compacted Bond fill and a 6 mil reinforced by adding metal or wood structural reinforcing to strengthen manufactur-ed by U"el'by Weyerhaeuser Corporation except First floorjoists or V2 round style gatters(as selected by Owner). annular ring shanks to improve withdrawal resistance. Drywall hardwired with battery backup Carbon Monoxide detector alarm General Conditions-All work shall be done in a workmanship foundation designs are not satisfactory.the Architect shall be vaporbarrier. ConshuctionorcontroljointsshaRbepTovidedin member back to original capacity and maintam.structural iritegrity. which shall be"BOISE CASCADE"Tire Joists!. Attach every T-6"on center(OC)with straps and/or fasteners. screws shall meet the minimum requirements of ASIM Cl 002. system.Install a minimum of one detector/alarm per floor level like manner and in accordance with good building practices and all contacted immediately to redesign foundations to slabs on grade so that the maximum.area betweenjoints shall be Holes bored shall not be lager than 1/3 the depth and not closer than 2" installation requirements as ad forth by the manufacturer shall be ll (including basement)intmwanected in such manner that the actuation State and Local Codes.The Contractor shall indemnify and hold accominodate conditions. 400 sq.ft.and the length of flat area is not more than twice the to the top or bottom of the joist(am'Drilling and notching below). strictly followed without exception. (Ibis includes all cutting and contain a No.2 Phillips dkiving recess.All fields to be screw of one alarm will activate all of the alarms. Ile alarm shall be clearly harmless the Owner,Architect and their agents and employees from width. Provide smooth steel trowel finish for all interior slab areas Wood Species: AN structural lumber shall be Douglas Fir Larch - drilling holes). AR inquiries shall be directed to the manufacturer. 07720-Roof Accessories fastened. audible in all sleeping areas over background noise levels with all and against all claims,damages,losses and expenses mcludmg 02230-Site Clearing-Clear and grub the construction site. Grade and garage surfaces. Provide broom finish text=for all exterior Min.#2 and better structurally graded with nummum.allowable stresses: Except for cutting to Ingth,LVL beams and headm shall not be Vents-Proper roof ventilation requires a minimum 1 sq inch of Joints: At gypsum wallboardjoints install a 2"stron&crm intervening doors closed. Carbon Monoxide alarms shall not be attorneys'few arising out of or resulting from the performance of building site with appropriate soils. Existing trees to remain shall slabs. Slope exterior patio or porch slabs away from building at 900-fb-Extreme fiber stress in bending cut,drilled or notched. Substitutions shall be only as approved by vent area for every 2.08 square feet of attic floor area.Provide a threaded tape with a cross tensile strength of 45 N per lineal installed within or near openings to Garages,Baflumms or Furnace the work,provided such claim,damage,loss or expense(a)is be markod.prior to clearing and protected to prevent damage. Hany 1/4"of drop in elevation for every F-0"in distance. At garage slab, 1,600,000=E-Modulus of Elasticity the Architect minimum of 144 square inches of firee air ventilation for every 300 mch.Press a strong,good T-tality tape firmly onto r.heathing rooms. attributable to bodily injury,sickness,disease,or death,or to injury damage is done to walkways,driveways,etc,the contractor shall provide positive drainage and taper lip at garage/ovethead door 061 1 0-Wood Fmming 06200-Finish Carpentry-All architecturd trim and woodwork square fbet of attic floor area.50%of the roof ventilation should be joints and around openings,imbedded in joint cement. At Division 15. Mechanical to or destruction of tangible prverty(other thart the work itself) provide needed repairs.Repair or replace any damaged vegetation 03300-Poured Concrete Walls- Poured walls shall be Floor Framing-Information below pertains to conventional stick shall be No.I grade material suitable for appropriate finhhes. located adjacent to the roof peak with the other 50%located in the comm and angles,install metal corner beads as specified by including the loss of use restiffing therefrom,and N is caused in or terrain that is indicated to be protected or is more than ten fed constructed of 3000 psi concrete. Thickness ofwalls shall be as per fiaming,ff pre-engineered trusses are used follow manufactures Wood that will be stained shall.be clear of knots with concealed soffit am under the eaves to provide natural convection throughout manufacturer If comers are rounded,install comer 15000-General-contractor shall review construction documents whole or in part by any negligmt act or omission of the Contractor, from the edge of any construction. the drawings with a minimum of 12" thick guidelines for installation. Pressure treated ACQ lumber shall be jointg. the attic area. reinforcement as w4uired.Spread gypsum wallboard mud at and provide labor and materials pertaining to the mechanical or Subcontractor,anyone directly or indirectly employed by any of Top of wall shall extend above the finished grade a all tape joint,comer beads,nails and screw penetrations and 02300-Earthwork-Excavate bottom of all foundation walls and . . used where any lumber shall come into contract with concrete, 07920-Caulking and Sealants -Use a 50 year warranty silicon where a smooth surface is needed. Apply second coat of systems as required in said documents and as specified herch them or anyone for whose acts of them may be liable,regardless of footings at building perimeter a minimum of 36-below fi,ost line. of 4inches when masonry veneer is used and a mi imum masonry block,roof curbing or roof blocking. 06220-Millwork-Itterior Trim-Moisture content for interior based can&at high expansion/compression.area,such as around wallboard mud after a minimain 24 hours. After drying while complying with all applicable Building and Health Dept.codes. whether or not it is caused in part by a party indemnified hereunder. Base of footings shall extend down to undisturbed virgin soil.All of 6 inches elsewhere. Patch all voids and depressions exceeding Girders: solid wood,two or more 2"planks,huninatod woodwork shall be 8-IC percent to reduce excess shrinking. chimneys,tile,ceramic,and around enamel and pro-fabricated tabs 15100-Plumbing-Plumbing shall be a My operational system. An materials,assemblies and methods of construction including but excavation shall be to a level below existing demolition debris. 3/8 inch in any direction. veneer lumber,glue-lam beams,steel beams Provide and install intenor wood trim as shown in construction and showers.For exterior windows,doorframes,interior trim, (minimum 48 hours),sand all joints and other areas to a of hot and cold water. Provide and imtall all piping,sod,vents, not hinited to farmwork,bloclwork,fiaming,nading,Placing of Install girders in pockets formed in the foundation or on top of woodwork and other paintable surfaces use clear Latex based caulk. smooth consistent surfim drams,sewage removal and water suppbr systems to connect with Board form all footing as required by soil conditions. 03300-Expansion Joints-Provide 1/2"thick by 4"wide the sill plate. The pocket should allow a minimum of 11r on documents. Install quarter round molding between hardwood floor GP ToughRock Gypsum Wallboard for Interior Walls(or equal). appropriate water and sewage system. concrete are to be careffly suliervised by the Cmtractor to be sure bituminous expansion joint material at all surfaces where slabs ceramic tile or other hard surface material and baseboard trim.All equal): Sheath walls with 5/8"gypsum wallboard,either that they are in accordance with the drawings,specifications, Soil Compaction-Granular fill below slab on grade-soil shall adjoin raised",crawlspace or basement stent-wall CMU or both sides for air circulation. matedals to be painted poplar. vertically with long edges parallel to firatning,or horizontally Provide and install appropriate insulation around piping. All applicable codes and good prwtice. Donations from the drawings be sand or sand and gravel mixture with no more than 5% poured foundations. Division 8. Doors,Windows and Glazing with long edges at right angles to framing members. permits and inspections are to be obtained by contractor as required and specifications shall not be permitted unless authorized in . Sills:Install single 2"x 6"solid ACQ pressure troaW lumber 06400-Custom or Pre-ftbricated Cabinetry-Provide and writing by the Architect The Contractor shall be responsible for PWMg the 200 mesh sieve,free of organic or other deleterious 03350-Concrete Finishing-Repair of surfiace defects shall begin horizontally on foundation. Bore holes in silb for anchor bolts. install all custom cabinctry and built-ins as described on construction 08000-General- Contxwtor shall review construction by local building codes and the Uniform Plumbing Code any shop drawings that may Im required- matadal,with moisture conterit between 3%and 6%.It shall immediately after removal of form or pouring of slab foundation. Provide Cop-R-Shield termite shield over fibrous insulation. documents. documents and provide labor and materials pertaining to the doors and GP ToughRock Gypsum Wallboard for Ceilings(or equal) Sewer and Waste Piping-Drainage system shall be Schedule The Contract warrants to the Architect and Owner that he be placed in horizontal layers with a thickness prior to Provide smooth steel trowel finish for all interior slab areas and FloorJoists: Space floorjoists 12"to 16"on center(OC)as windows as requit-ed in said documents and as specified herein,while Apply a single layer of 518"gypsum wallboard across the 40 PVC pipe,or cast iron. All connections shall have PVC Possesses compaction not exceeding 12 inches. Each layer"be garage gurruces. Provide broom finish texture for all exterior slabs. complying with all applicable Building and Energy conservation codes. supports and fieen with nails and screws. Offset joints cement or appropriate joint compound and assembled tight for the particular competence and skill in construction necessary to indicated on the plans. Joists shall rest on a minimum I I/r 06430-Stairs and Railings-Provide and install sta�s)as In all sleeping areas provide an operable egress standard window with a between layers at least 10". Nails we spaced 6"on center no leakage. Condensate drains shall be constructed of compacted with no less than two passes of a vibratory pad Slope exterior patio or porch slabs away from building at 1/4"of of bearing wood or 3"of masonry. Cutjoists flush with the indicated on the drawirgs. min 5.7 sq.fL opening am or door directly to exterior-maximum sill with 1 1/4"heads. Screws are spaced 12'"on center Schedule 40 PVC.Valves shall be Milwaukee Brand or equal. build this project. . . tamper weighing no less than 500 lbs. Compaction shall drop in elevation for every 11-0"in distance. At garage slab, outside edge of sill. Ifjoists are lapped over girder,the Heights of treads,lengths offisers and overall width of stairs and The Contractor shall verify all existing conditions at the building achieve a minimum of 90%of the maximum.dry density in provide positive drainage and taper lip,at g=ge/overhead door minimum amount of lap is 4"and maximum overhang is 12". railings shall comply with applicable budding codes. Refer to plans height of 44 inches above floor. Ceiling finish shall be smooth. Building sewer shall.be approved Schedule 40 PVC pipe. site. Any discrepancies must be brought to the attention of the accordance with ASTM D-1557(modified proctor) Patch all voids and depressions exceeding 3/8 inch in any direction.. Do not lap at wood 1-beams. Joists shall be installed so that with the following minimum standard:- Doors,windows and skylights shall be installed per maniffiwturces OP ToughRock Fireguard gypsom board(or equal)-Provide 5/8 inch Connection to approved Septic system shall comply with all Architect prior to commenoment of construction. The Contractor installation instructions and per ASTM E2112-07 shall be responsible for corrections not reported once he has started 023 10-Grading-Carefully remove loam and topsoil to be the end of the sub-floor sheets fall directly on the center of the Fire-Rated Gypsum.Wallboard in garages at common walt(s)and common local requirements. Caulkjoints or provide neoprene gaskets Width-Stairways shall not be less than 36 inches in clear width at "Standard Practice for Installation of V*Iindows,Doors and Skylights" for all sewer lines. Pitch shall be a minimum 1/8"per foot for I work except for hiddenjob conditions. The Owner and Architect incorporated in the finished work and store separate from the other floorjoists.Nalljoists at each bearing point using one 10d mail all points above the permitted handrail and below the required ..........�-------------------------------------..................................................................................�--------------........... ....----- -- ceiling,around and over all heating units and gas water heaters(min.100 sq.feet) soil lines larger than 3"diameter and a minimum of 1/4"per must approve any and all subartitutiom in writing. In the event excavated material. Failure to isolate loam and topsoil from the on each side. Nails shall be at least 1 1/2"from ends.Wood headroom height Handmils.shall not prcject more thim 4 V2inches 09500-Windows-Confirm the openings am compliant with all and as required by applicable building codes.Nails shall be 1 3/4"long,spaced a additional detail or guidance ki needed by the Contractor or Owner other excavations shall.require that said soils not be used as topsoil. cross bridging shall be wed and at least nominal I"x 3" on either side of the gtdmy and the minimum clew width of the applicable budding codes concerning egress,lighting and ventilation maxitrarm of 4�'on center(OC)around perimeter and 8"on center(OC)in the foot for soil lines 3"diameter or less. Insulate all interior for construction of any aspect of the project,he shall immediately lumber with two 6d nails at each end. Install one row of stairway at and below the handrail height,including treads and requirements. Temper all glass located within 2'-O-from exterior doors, field of the board. drain/wasto piping with batt insulation for sound attenuation. notify the Architect. Failure to give notice&hall relieve the 023 11-Find Grading-Keep exterior finished grade a minimum bridging for 121-0"spans,arid less�over IT-C'spans install two landings,shall not be less am 31%inches where a handrail is all glass in doors and above bib enclosures and as per below.Provide Mold-Guard'w Gypsum Board(GP ToughRock Mold-Guard Gypsum Water Pipes-From existing water line,mstH code approved Architect of responsibility for the consequences. of 8"below finished bottom of siding elevation(unless otherwise rows of bridging.Doublejoists(minimum.)around all openings installed an one side aid 27 inches where handralls are installed and install necessary windows and appropriate hardware to operate and Board) (or") Al piping.Use 1/2"mininvurn lines lock windows. Windows in all sleeping areas shall comply with Code � m.T'ly a single layer of%inch Gypsum board at high humidity from supply lines to each plumbing ffixture as required. At The Contractor shall obtain all.Approvals and Permits as requited specified-see construction documents for exact locations)by and under partitions. Block betweenjoists under partitions. on both sides. requirements for emergency escape with appropriate egress hardware. areas such as kitchens, athrooms,basements and laundry room walls and ceilings. water heaters and hose bibs install a minimum 3/4"pipe. including the Certificate of Occupancy. backfilling with appropriate soils. Provide swales with positive Where flush framing occurs,use min.16 ga.galvanized-joist hangers Headroom-The minimum headroom in aR parts of the stairway Minimum net clear opening shall be 5.7 sq.fL,minimum net clear width 09300-09400-Tile and Marble- Contractor shall properly clean all surfaces to be From water heater install 3/4"pipe to each room with branches The Contractor shall carry Liability Insurance to protect the outm and slope grade away from budding to allow water to drain Drilling and notching:Notches in solid lumberjoists, shall not be less thatt 6 foot 8 inches mew=vertically from the contractor and his Subcontractors,Owner and Architect and their away from the budding foundation. Do not backfill against Division4. Ma�o (Where indicated) rafters and beams shall not exceed one-sixtit of the depth sloped plane adjoining the tread nosing or firom.the floor sirface shall be 20".minimum net clear height shall be 24"and sill height shall covered and install appropriate underlsymerit per manu&cturees recommendations. to fixtures as described above.Fittings shall be wrought agents and employees;and Workmaes Compensation in amounts as foundation until first floor deck is completely framed in place. 04000-General-Contractor shall review construction documents of the member,shall not be longer than one-third of the of the landing or platform. not exceed 44"above floor. Hardware FiniF,h shall be:bronze Consult Installation should be carried out with a slow setting cement adhesive,well mixed per copper,soldered with 95-5 solder and suitable&a.Use depth of the member and shall not be located in the Ruw Height The maximurn nscr height shall be 8'/,inches. The window and glazing schedule below recommendations.Grouting of control joints can be executed either with polished chrome adjustable bran P traps with wall escutrhoons required by law. and provide bbor and materials Pertaining to Masonry Work as middle one-third of the span.Notches at the end of the risa shall be measured vertically between leading edges of the Windows shall be rated at:U<0.25;SHGC-5 0.41 cement-basod grout or with resin based organic materials. at all exposed locatiam. The amtractor shall fiftly guarantee fbr the period of one year,his 02312-Rough Grading-Prior to commencement of earthwork required in add documents and as specified hereut,while work and the work of his Sulmritractors. Paving and roofing shall perform such soil and rock removal and filling as may be required complying with 0 applicable building codes. member shall not exceed one-forth the depth of the adjacent treads.The greatest tiser height within any flight of stairs Windows and Glass doors shown on the plans are'ANDERSEN 400 SERMT Ceramic Tile-Installation:Use thin-set method for walls,full Mud set at floors. All Provide shut-off valves and air expansion chambers at all to facilitate the progress of the work and bring all elevations to the member. The tension side of members 4 inches or shall not exceed the smallest by mom thart 3/8 mch. with Low E-4 insulated glass. tile work to be done in accordance with the American Tile Council specifications sinks,toilets,water heater and other fixtures as required. Test be guaranteed for five years(fifteen year guarantee for rubber rough grade lines indicated on the Contract Documents. Fill or 04080-Masonry Anchorage and Reinforcement greater in nominal ffickriess shall not be notched except Tread Depth-The minimum tread depth shall be 9 inches.The Floors:Contractor shall properly clean all surfaces to be covered and install all pipes under 100 lbs pressure or as per building code roofing). All repairs shall be guaranteed for a period of one you. backfill as requiredl. Ties-Install corrugated metal,metal wire brick ties. at the ends of the members. The diameter of holes bored tread depth shall be measured horizontally between the vertical appropriate underlayment per marratactarer's recommendations. quirements. The veneer must be securely attached to the existing or cut into members shall not exceed one-third the depth planes of the foremost projection of adjacent treads and at a right Walls:Contractor shall properly clean all surfaces to be covered and install Waste Drainage-Install sewage clean-out at the end of each � 01600-Product Requireminits(Scope of Work)-All materials 023 15-Excavation-Carry out the excavation,dewatering, constrwflon, Provide one tic for each 2 2/3 sq ft of wall area. of the member.Holes shall not be closer than 2 inches to angle to the tread!s leading edge.The greatest tread depth within Identification- Each pane of glazing installed in bazardoas locations horizontal drainage run and every 100 feet perbuilding code shall be installed in strict accordance with the manufacturer's sheeting and bracing in such manner as to eliminate any possibility The maximum spacing of ties,either horizmtallY or vertically, the top or bottom ofthe member�or to any other hole any flight of stairs shall not exceed the smallest by more than.3/8 shall be provided with a manufacturer's or instalter's label,designating appropriate underlayment per manu&cturces roc- . requirements. Vents shall be installed throughout plumbing written specifications or Matenal's Institute Standards.Where the of undermining or disturbing the foundations or any existing should not exceed 24 inches. This tie spacing applies above located in the member.Where the member is also inch. the type and thickness of glass and the safety glazing standard with 09600-Floor Finishes- contractor shall property clean an surfaces to be connections and connected with the vertical stacks and vented manitfieurces recommended details are used,the manufacturer structure or any work previously completed. and below grade. notched,the hole shall not be closer than 2 inches to the Winder Treads -Winder treads shall have a mininnim tread which it complies,which is visible in the final installation. covered and install appropriate underlayment or preparation per manufacturees through the root shall be responsible for the performance of their product All Item Tic Fasteners-Wood Frame-Install corrosion resistant nails notch. depth of 10 inches measured as above at a point 12 inches from Safety Glass Requirements-Provide safety glazing at the following locations: recommendations. 15410-Plurnbing Fixtures-Provide necessary piping,water and not specifically mentioned that are required to make the work 02500-Utility Services-Install necessary utility services,such as to attach the corrugated metal ties to wood fimae construction. Exterior Walls-All exterior walls shall be constructed with the side where the treals am narrower Winder treads shall have a 1. Glazing in swinging doors. 09640-Wood Flooring-Install a single layer of 15 lb felt vapor barrier between drams for plumbing fixtures as shown on the construction complete and operational shall.be included. electricity,water,gas and oil,sanitary sewerage and support The nails should penetrate at least 1 1/4"into the wood studs. 2"x 6"wood studs per plus at 16"on center(OC),with minimum tread depth of6 inches at any point. Within any flight 2.Glazing in fixed and sliding panels of sliding glass door assemblies documents and listed herein. Installation and Storage-All materials,supplies and equipment structures for power and communications. Coordinate requirements Concrete or Masonry-Install ties with log bolts and of stairs,the greatest winder tread depth at the 12 inch walk line and panels in sliding and bifold closet door assemblies. sub-floor decking and hardwood floors. When installmg hardwoods over a concrete 15700-Heating,Venting and Air Conditioning-HVAC shall be shall be installed per manufacturees recommendations and per with local utility providers. All utilities shall be located expansion shield or masonry nails. The fasteners and anchors single bottom plan and double top plates throughout Lap cap shall not exceedthe smallest by more than 3/8 nick 3,Glazing in storm doors stab install a layer of 3/4r plywood as underlayment over 6 mil polyethylene. Along a fully operational engineered system designed to meet local applicable codes and requirements. Material stored on site shall be underground from street to budding,unless otherwise stated. plate at comers and over mininrurn 2 studs on Profile.The radius of curvature at the leading edge of the tread 4.Glazing in all unframed swinging doors. walls and permanent objects,install a 1 inch quarter round molding to conceal weather conditions and building requirements. All pmmuts and should be corrosion resistant When installing a contimuius provide solid blocking at mid-height of an 8 feet in height exterior 5.Glazing in doors and enclosures for hot tubs,whirlpools, expansion area. protected from damage by moisture,wind,gun,abuse or any other steel angle it should conform to ASTM A36 and be treated to walls and at 1/3 points of all walls in excess of 8 feet in height. For shall be no greater than 9116 inch. A nosing not less than%inch munas,stem rooms,bathtubs,and showers.Glazing in any part of Wood flooring shall be tongue and groove construction,3W No.1 Red Oak flooring. inspections AmU be obtained by contractor as required by applicable harmfbi affects. 02750-Concrete Pads and Walks-when concrete paving and resist corrosion. exterior comerjoints,install(3)2"x 4'"s,or 2"x 6's nailed but not more than.1%inch&hall be provided on stairways with a building wall enclosing these compartments where the bottom or as per Owner. building codes. Heating Equipment to be'ENERGY STAR RATED" exterior slabs are specified in the drawings,provide light duty solid risers.The greatest nosing projection shall not exceed the All work and materials to be in accordance with the latest edition of A-S.HY-A.E. 01630-Product Substitution Procedures-Contractor to . 04090-Masonry Accessories together Where interior partitions meet exterior walls,install 2 smallest nosing projection by more than 3/8 inch between two exposed edge of the glazing is less than 60 inches measured Use 2"barbed fiisteners of approved staples for installing plank or a*flooring. standards and meet the following performarice specification: I. investigate proposed products and determine that they we equal or paving consisting of a 4"thick slab on sub-gmde compacted to 98 Flashing-Flashing materials may be bituminous membranes, studs fastened together with 2"x 4"blocks approximately one foot stories. A nosing is not required where the tread depth is a vertically above any standing or walking nrface- After a minimum of 48 hours,sand and finish,uskg a stain coat ,I superior in all respects to products specified.Coordinate installation percent density with 3500 psi concrete reinforced with 6"x 6"#10 long. One block is placed at the bottom,one at the top and one 6.Glazing,in an individual fixed or operable panel adjacent to a door Heating:provide 70 degrees F.dry bulb inside when 0 1 of accepted substitutions into ithe Work,making such clianges as welded wire mesh per section 03220. Consult site plan for plastics,sheet metals or a combination ofthese. Continuous about center of the studs. minimum of I 1 inches. Beveling of nosing shall not exceed% where the nearest vertical edge is within a 24 inch arc of the door (as per owner)and a minimurn three coats of polyurethene. degrees F.outside additional information. Expansionjoints shall be installed as in flashing shall be installed at the bottom of the air space. Where exterior openings occur on 2"x 4"exterior walls,provide inch. Open risers shall not allow the pwnp of a 4 inch diameter in a closed position and whose bottom edge is less than 60 inches 09900-Paints and Coatings- The contractor shall firmish material for and execute Cooling:Inside not to exceed 78 degrees F.dry bulb when : may be required for the Work to be complete in all respects. standard concrete practices.Control joints shall be installed at Flashing must be at or above grade. Flashing should be structural headers designed with minimum(2)2"x 10'"s with a 1/2!' sphere between the treads. above the floor or walking surface. all painting and staining of all exterior and interior woodwork and walls,completely outside 95 degrees F.dry bulb 75 degrees F.wet bulb. 01700-Execution Requirements-The execution of all work shall pre4eternimed locations no later than.12 hours after installatiom institHed at the heads and sills of all openings and wherever the continuous plywood flitch plate nailed between the T'xl0f"s.(For Landings-There shall be a floor or landitig at the top or bottom of 7.Glazing in an individual fixed or operable pariel,other than those finishing and protecting the bwldmg in accordance with the drawings and specifications. Cooling Equipment shall be A/C 14.5 SEER minimum. hUchant be in strict accordance with then specifications and manuflictunWs air space is hitcanipted. Flashing should extend through the each stairway(except at die top of an interior stairway provided a locations described in item 5 and 6 above,that meets all of the All materials to be best quality Benjamin Moore(or equal)paint,Low or zero VOC. ical Spedficatim:>95%AFUE Propane Boiler written specifications or Material's Institute Standards.Where the Division 3.Concrete face of the brick veneer to form a drip edge. Where the 2"x 6"exterior walls provide(3)pieces of 2"x 10"himber fastened >.95-EF On Demand Propane DHW door does not gwmS over the stairs). A flight of stairs shall not following conditions: Submit color samples for Ownees approval prior to application. >.16 SEER AC Equipment manunicturces recommended details are used,the maraffacturer flashing is not continuous,such as at beads and sills,the ends securely together.)or as indicated on the plans. At window silb, have a vertical rise greater than 12 feet between floor levels or 7.1 Exposed sies.of an individual pane greater than.9 square feet All finished surfaces shall be left smooth,even and free from defects. No paint shall shall be responsible for the performance of their producL All work 03000-General-Contractor shall review construction documents should be turned up approximately I inch. provide a single piece of 2"x 4" 2"x 6"lumber.Provide double landings. The width of each Wading shall not be less than the 7.2 Bottom edge less than 18 inches above the floor. be applied to wet or damp surfaces,or before undercoat is dry or before all surfaces am Equipment shall meet the performance requirements of the latest not specifically mentioned tful is required to make the work and provide labor and materials pertaining to concrete and Weepholes-Masonry weepholes are required above flashing jacks for openings 6-0"wide or';e;;;r,unless otherwise noted. stairway served.Every landing shall have a minimum dimension 7.3 Top edge greater thart 36 inches above the floor. put in proper condition by the respective trades. All rust grew and erection marks NY State Energy Conservation Code. complete and operational shall be included. foundations as required in add document and as specified herein, in masomy cavity wall construction.Weepholes should be Provide W plywood sheathing at exterior wall come=for shew of 36 inches measured in the direction of travel. 7.4 One or more walking surfaces within 36 inches horizontally of shall be removed from surfaces to be painted,and all woodwork shall be sand papered Tbermostats shall meet a minimum required range of 45 degrees F. Codes Design is and construction shall be in compliance with the while complying with all applicable building codes. located in the headjoints immediately above the flashing,and wall strength and stiftess. Stairway Walking Surface -The walking surface of treads and the glazing. before starting work. All nail holes,cracks,etc.shall be puttied full and smooth. to 75 degrees F.for heating only and 45 degrees F.to 85 degrees F. 2020 HLC,2018 IECC and all spaced at 16"on center. interior Walls landings of stairways&hall be sloped no steeper than one vertical 8.All glazing in railings regardless of an am or height above a for both heating and cooling and ENERGY STAR Labeled State and local building codai. It is the responsibility of the 03050-Concrete Specifications-All concrete work shall be -Concrete Masonry Units(CMU)-Shall be in accordance All interior walls shall be wood studs,with single bottom plates and unit in 48 inches horizontal(2-per-cent slope). walking surface. Included are structural baluster panels and Putty shall be applied after the priming coats on sur&ces that are to be pairited.or programmable. designed on the basis of"Strength Desigd"in accordance with ACI 04220 double top plates throughout. Provide solid blocking at mid height Handrails.Handrails shall be provided on at least one side of enameled. contractor to insure compliance with said codes and modify with ASTM C90 or C145,1500 psi compressive strength,grade N, of all walls which exceed 9'-G"in height. each continuous run of trea&or flight with four or mom risen. nonstructural in-fill panels 158 10-Ducts and Diffusersuyouts for vent and diflusers shall the specifications as needed 0 comply with such codes 318"Budding Cc&Requirements for reinforced Concrete:' 6 Type 1,hollow core load bearing CMU and shall have a minimum 9.Glazing in walls and fences enclosing indoor and outd= Wood floors to receive two coats Verithute Diamond Point-clear non-yellowing satut be provided by HVAC contractor as require& All supply ductwork (Notify Architect of all changes). Concrete work shall be proportioned in accordance with ACI 301- not compression strength of 1900 psi.Use Grade N,type 1, Headers,and girders in tion-load-bearing walls shall be per plan Handrail height-Handrail height,measured vertically from the sloped swimming pools,hot tubs and spas where the bottom edge of the finish-(NIQ in unconditioned spaces to be thermally insulated.to minimurn R--8 Measurements-The Contractor shall check and verify all Specifications for Structural Concrete"and ACI 21 1.1" specialty sbapes load bearing concrete masonry units as specified. (minimum 2-2x6). plane adjoining the tread nosing,or finish surface of ramp slope," glazing is less than 60 inches above a walking surfitce and within with leakage maximum of 6 CFM25/100 sq.ft.of conditioned floor dimensions and conditions before proceeding with construction. Recommended Practice for Selecting Proportions for Normal Standard width of mortarjoints for both horizontal and vertical Headers and girders in load-bearmg walls shall be per plan not be less than 34 inches and not more than 38 inches.Handrails for 60 inches horizontally of the water's edge.This shall apply to Gypsum wallboard to receive minimum one coat prim&�seal and minimum two coats area. Do not scale drawings Noted dimensions take precedence. Weight Concrete. Concrete slabs,patios,driveways,walls and . . (minimunt 2-2xlO). stairways shall be continuous for the full length of the flight, single glazing and all panes in multiple glazing. finish paint(color and type as selecW by Owner)or as per the drawings. foundations&hall be constructed of a minimum 3000 to 3600 Psi joints shall be 3/8 inches. Joints shall.have a M mortar coverage. (except where interrupted by a newel post at the tam) 10. Glazing adjacent to stairways,landings and ramps within 36 Division 16. Elcetrical Workrilmmhip -Workmardiip&hall conform to the beat and Lay Cmu plumb with all courses level using appropriate corner Ceiling Joists:The size and spacing of ceilingjoists is as per the from a point directly above the top riser of the flight to a point inches horizontally of a walking surface when the exposed surface All exterior woodwork(trim boards,soffits,fiscias,window and door trim)to be 16000-General-Contractor shall review construction documents highest standards of quality in each trade and shall include all conc.rete,28 day tcst�with a 4�'mininrurn to 6"maximum slump blocks at comers,window and dooriambs. Reinfoxhig mesh shall plans.At openings in ceilings,double joists for structural rigidity. irec flit dril of the glass is less thart 60 inches above the plane of the adjacent pruned on all 6 sides prior to installation(prime all end cuts)and finish stained. Color and provide labor and materials pertaining to the electrical system items of t1ibrication,construction and installation. All work air-entrained to 5-8 %. No additional water"be be installed in the three courses above all openings and shall extend Nailing shall be as per Wind Code Sheer specificatiom w found in retained or shall terminate in newel posts. Handnals adjacent to a shall be completed by skilled tradesmen and mechanics. added to concrete after slunip test is recorded.Concrete should be a 3 feet 9 inches beyond each side of opening. Mesh shall be the drawings.The ends of each ceiling joint shall have not less than wall shall have a space of not less than I'A inch between the wall walking surface. to be selected by Owner. as required in construction documents and as specified herein,while mix of high grade Portland cement,clean sand or granular fill and . 1 1. Glazing adjacent to stairways within 60 inches horizontally of the All exterior Mahogany wood to be finished with 2 coats tranaltment'SlUens Cetol complying with all applicable building coft,local utility installation of all equipment ind materials shall be in strict washed gravel or crushed stone as come aggregate per ACE 530. installed in every third course of all masonry unit walls. Cut block 1%inches of bearing on wood or metal and not ten%an 3 inches and the handrails. bottom head of a stairway in any direction when the exposed Dek finish (or equal)applied as per manufacturees specifications. requirements and building restrictions. accordance with mainficturers recommendations and with a carbomadunt saw. Use solid load-boning block when on masonry or concrete. Handrail Grip Size-Handrails with a circular cross section shall surface of the ghm is less than 60 inches above the nose of the tread. applicable codes. Maximum aggregate size shall be IK".All aggregates shall conform required for structural purpose. have an outside diameter of at least I Kinch and not greater than 2 inches. 16120-Conductors and Cables-Provide and install necessary to ASTM C33.Gravel should be well Faded and not exceed 1 1/2" Roof Framing: Construction components vary according to All steel to receive minimum one coat zinc chromate primer and exposed steel areas to cffmits and breakers for appliances as stated in marrafheturct's hisurance-Builders Risk Insurance shall be maintained by in size. Water shall not exceed 5 1/2 gallons for each bag,unless geographical location and the size of the overall structure. The size Ifthe handrail is not circular it shall have a perimeter receive two coats enamel finish- recommendations per applicable building code requirements the contractor during the course of construction iintil final sand is very dry. Concrete shall be mixed using an approved batch and spacing ofjoists and rafters are as per the plans. At openings in dimension of at least 4 inches and not greater than 6%inches with Branch circuits shall be wired with No.12 gauge wire. accepts=by the owner. All bonding and insurance, root doublejoists for structural rigidity.Nailing shall be as per a maximum cross section of dimension of 2 Kinches. 09912-Interior Walls-All nail heads oW be set below the ffmf=and finished Install GFI circuits with No.12 gauge wire in all wet areas,baths reTuirements shall be coordinated with the Owner prior to machine or mobile mixer until uniform in color and Providing a 4" Division 5. Metals Division 7. Thermal and Moisture Protection smooth. Joints should be tapeil and covered with a mutable drywall joint compound. beginning construction.All oxitractors shall provide and be rninimirm to v maximum dump. No concrete work shall be Vind Code Sheet"specifications as found in the drawings.Ridge Sand the spackled nail heads andjoint compomnd smooth and dust well before and exterior outlets. solely responsible for necesuiry barricades and safety permitted during temperatures of 40 degrees F.and fiffikgs. No 05000-General- Contractor shall review construction doci � board shall be at low r nominal thickness and not less in depth 07000-General-Contractor shall review construction documents . . Interior walls shall receive a primer coat and two coats of flat or semi-glosg 16140-Wiring Devices-install white meptacies,switches and precautions,and strictly adhere to all governing codes on concrete shall be placed on frozen surfitces. No additives shall be and provide labor and materials pertaining to metal work as thart the end cut of the rafter. At all valleys and hips there shall be a and provide labor and materials pertaitimg to thermal and montare paint Surfaces shall be sanded before each finish layer is applied. cover plates as per construction documents. safety,including the OSHA Act. permitte& required in add documents and as specified herein,while valley or hip rafter not less than 2 inch nominal thickness and not protection work as required in mid documents and as specified For exterior receptacles install Fay cover plates. When two or 03 100-Concrete Formwork�Reinforcement and Materials- complying with all applicable building codes. less in depth than the end cut of the rafter.The on&of each rafter herein,while complying with all qVlicable building codes- more switches or receptacles are located together,gang with one 01740-Cleaning-Construction site to be in a clean and orderly not less than I%inches of bearing on wood or metal(ftill bearing 07100-Waterproofing&Dampproofing-Alljoints and 09930-Interior Wood-Wood mr&m shall be sanded amooth before finish is common faceplate. If they cannot be ganged,install with a condition throughout the construction process. Clean interior Provide all labor,materials and equipment necessary for the 05 100-Structural Metals-All stractural metal for beams and at top plates)and not Ion than 3 inches on masonry or concrete. penetrations in walls,floors,and roofs shall be made watertight using applied. Putty am with a wood based filW where nails or other defects appear in the minimum digtance between units. Install all receptacles at 18"on slaces prior to the start of finish painting and the application of completion of the plain and reinforced concrete called for on the plates shall be in accordance with ASTM A-36. All structural steel approved methods and materials. Surface. plans. Concrete when deposited shall have a temperature ' center(OC)above finished floor(AFF),unless otherwise noted. At other finishes.At ft conclusion of construction,the project shall be . for steel columns shall comply with ASTM specification A-53 Slab Foundations-Install a minimum(6 mil)polyethylene Paint/Stain-Prime wood surfaces including faces,edges and ends before between a minimum of 50 degrees Fahrenheit and a rowaxtimmumm 90 counters,locate receptacles at 44ron center(OC),above finished properly cleaned. This should include but not be limited to; degrees Fahrenheit. Grade B or A-501. Structural steel columns shall be 3"minimum vapor barrier at all slabs,directly underneath concrete. Lap installation. After installation,apply at low one coat of wood primer and two floor(AFF). Install switches at 49"on center(OC)above finished cleaning the mienor and exterior glass,surfaces exposed to View, inside diameter,unless noted otherwise.All steel details and joints not less than.12 inches. coats of finish paint Surfaces shall be sanded before each finish layer is applied. floor(AFF). Locate light switch cover plates 6"from frame of door remove temporary labels,stains and foreign substancesi,polish 03210-Reinforcing Steel-Reinforcing steel(rebar)shall be connections shall be in accordance with the requirements of the 07200-Thertnal Protection-Insulation- Effective R values shall or comer of wall. Switches shall be:as per Electrical plans transparent and glossy surfhws,vacuum carpeted and saft surfice rninimarn ASTM A615,grade 40.All reinforcement splices shall be blest AISC specifications and latest revisions. Provide all required be in accords=with local and state energy codes. Floor,walls and 16500-Light Fixtures-Provide necessary circuit and wiring for areas,sweep and mop all tilect surfaces,etc. Replace fill=of as follows:#4 bars 25"minimum,#5 ban 35"minimum.All rebar anchor bolts,bearing plates and metal ties required by standani cedings insulation shall be constructed with:high density spray foam Division 1 1.Equipment light fixttires as shown below All lighting shall he switched as operating equipment. Clean cquipment and fixtures to a sanitary (reinforcing steel)shall be located 2"clear from bottom and side of practice and as noted below. and ball insulation unless otherwise noted in the drawings. 1 1 000-General-Contractor shall review construction noted on construction documents.For exact locations of fixtures, condition.Remove all waste and surplus materials footing and 2"clear from top. .All reinforcement SPUM shall be . Tubular Steel shall be in confmmce with ASTM A500 Grade B All plumbing chases in interior and exterior wdb shall be insulated documents and provide labor and materials pertaining to the see construction documents and finish schedules. Fixture 01760-Protecting Installed Construction-Contractor to protect in accordance with ACI 318 for"Strength Design."All Steel pipe shall he in conformance with ASTM A-53,Type E with batt insulation for sound attenuation. equipment as required in said documents and as specified allowances(where applicable)we hated in Contract Documents. an installed construction. Iffroducts or materials come with a reinforcement steel shall be accurately placed,rigidly supported, or S,Grade A or B. Exterior above grade Walls- install 5 1/2"R21 Kraft fiiced hmvhi,while complying with all applicable building codes. Fixtures-Provide and install electrical fixtures as listed in the protective coating,contractor sball maintain protective coating until and firmly tied in place with bar supports and spacers in accordance Cast Iron shall be in conformance with ASIM A-48,Class 30, fiberglass ban insulation.Must do a picture frame air seal to pass 11451-Appliances-Install appliances as indicated on Schedule on the plam construction is complete. Contractor shall replace any items that with ACI 301 and ACI 318. unless otherwise noted. 3 air changes per hour. the drawings,including all venting and >1 00%High Efficiency lighting(CFL`s or LED's) become defective or damagocl. 03220-Welded Wire Mesh-welded wire fabric shall conform to Welding Electrodes shall be as permitted by AWS Code D1.0. Interior Walls-Install 3 1/2-,R-1 I fiberglan haft insulation sWly requirements per manufacturees recommendations. Automatically controlled mechanical ventilation shall be install 01903-Hazardous Materials Abatement(as re9dred)- ASIM A105 and be located in the center ofthe depth. Install at Metal Fasteners-Manufacturer.Simpson Strong-Tie Co.,Im around baths,laundry rooms and otherwise specified for sound All appliances provided by Owner. according to NYESLH Technical Specifications.>180 CFM Energy Recovery Ventilator(ERV) contractor to abate any humdous material or substance before slab on grade conditions. All rods,straps,joist hangers and fasteners shall be hot dipped attenuation. with electronic programmable timer. <3 Air changes per hour beginning construction. coniactor sball contract with a properly 03230-Anchor Bolts-Provide 5/8"diameter x 12"long hooked galvanized except where in contact with Pressure- Floors- histall 9-1/2"R-30 Kraft fitood baft insulation in framed floors above Division 13.Special Construction Appliances-provide insItallation amd wiring.All appliances shall be Energy Star Certified. licensed and qualified hazard3us material contractor anchor bolts and nuts in Mod masonry cells and poured concrete preservative treated wood(ACQ)shall be as follows: unconditioned spaces. Special Items-Provide nemsmy receptacle requircuients and 01904-Hazardous Materials Removal and Disposal- walls at 36'on center(OC)maxim=-12"from all comers,at all Use'Simpson Strong-Tie ZMAX(MMDG galvanized Attic areas- insulate all flat attic areas with R-38 Kraft faced fiberglass 13000-General-Conbww shall review construction documents and wiring for additional item as hated below Locate as shown on construction documents. Remove and dispose of any hazardous material before beginning window locations and on each side of exterior doors at all basement connectors as a minimum.in protected interior locations with batt insulation above all conditioned spaces provide labor and materials Pertaining to&C specialty systems as I and cm*1 space foundation walls. For slab on grade conditions, fasteners which meet the specifications of ASTM A153 or SDS Insulate all sloped attic areas with R-30C Kraft faced batt insulation required in said documents and as specified herein,while complying Thermostat -install for each RVAC unit and zone - constiuction. Contactor shall contact with a property licensed install 51&"diameter x 12"long hooked anchor bolts in filled cells screws with double-barrier coating. above all conditioned spaces. with Smoke DetWm -install per code at bedrooms and kitchen and each floor lovel - and quaMed hazardous material contractor. and poured concrete walls at 32"on center(OC)maximum-12" For all exterior applications,use Type 303,304,305 or 316 all applicable building codes. Carbon Monoxide Detector -install per code and mantffiicturees specifications fi-orn all comers. Provide 3"x3"BPS5/8-3 bearing plate by Stainless Steel connectors and fasteners. 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