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46583-Z
� ., TOWN OF SOUTHOLD BUILDING DEPARTMENT G TOWN CLERK'S OFFICE SOUTHOLD, NY 0 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 #: 46583 Date: 7/19/2021 Permission is hereby granted to: Pa aoannou, Teddy ._........ ..._ 214-10 28th Ave ......... ....... ------ Bayside,_NY 11360 To° Construct accessory pool house at existing single family dwelling as applied for. At premises located at: 3870 Rocky Point Rd., East Marion SCTM #473889 Sec/Block/Lot# 21.-4-3 Pursuant to application dated 7/7/2021 and approved by the Building Inspector. To expire on 7/19/2022. Fees: ACCESSORY $310.80 CO-ACCESSORY BUILDING $50.00 Total: $360.80 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Main Fax (63 ) 765-9502 09Box 2 11799HHHSouthold,NY11971-0959 Telephone (31) 765-1802 6u, rru Date Received IIII'�'L1 F '� VIII' B IDIM VIII' El Illlil ID I T For Office Use Only i �� PERMIT NO. Building Ins eclair 202" Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an p j1:P11G i", E'I Owner's Authorization form(Page 2)shall be completed. Date:7/6/21 OWNER(S)OF PROPERTY. Name:Teddy Papaiannou scTM#1000-21-4-3 Project Address:3870 Rocky Point Rd East Marion NY 11939 Phone#:917-853-6984 Email:teddypapaioannou@gmail.com Mailing Address:3870 Rocky Point Rd East Marion NY 11939 CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure &Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property. Single Family Residencep.� .�� ..�.. �.w.._..�._�. . e....:_.�..a... ._; ��� . ...� a ........�.�... M . .u....�.a..... ..M�..�. �..a .� .._ Intended use of property: Single FamilyResidence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to FZ-40 C this property? ❑Yes MNo IF YES, PROVIDE A COPY. Check Box Afterg Rain The owroer/crunttraatasr/dell rrr professional is resp o nslMe for all drainage and sttorr n water Issues as provided by Chapter 236 of the Town Code, APPLICATION is HEREBY MADE to the Building Department for the issuance of a I10ding Permit pursuant ntt to the Oufldlng Zone 6rdinan 'arrf ttlue Town of Southold,Suffolk,County,New York and other,applicable Laws,Ordinarrrces or Regulations.for the consttructtinrn at buutidings, ddlittllons,dltterattlarns or for removaI ar der oli'ttio n as herein described °rind applicant agrees to corrrnp lywittin all appIlcable laws,ordinances,building cede, 11-iiousIng rode and re4l ions and to adir nitt uaQinurlxed Inspectors on premises and In building(s)for necessary Inspections.False.rtatterrnentts made herein dire Ip�unDshable as a Gass A misdemeanor pursuant to Section 210.45 of the New Yoarlr tette Penal Law, Application Submitted By(print name): AMP Architecture, Jess Magee [ Authorized Agent Elowner Signature of Applicant- Dated STATE OF NEW YORK) SS; COUNTY OF AMP Architecture, Jess Magee ....... beim duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is theg A ent .. ....w._.. _........... (Contractor, Agent, Corporate .._w...... _...._... ...a. ..._. .w.. .. m. AgenntCorporate Officer, etc.) of said owner or owners, and is duly authorized to perform 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 there . AR H. TN1Y Sworn before me this Notary Pu,bbl , State Of Now Yark day of. ..... . 20�( O®m is Io�►M l q q' I f� u lifi din Suffolk � y�....._ Notary Public PROPERI NES Aun,,,,iT1IUB (Where the appllcantt the owner) �._. w. \ � ii, � . .m. . ` Q ' � 1 . M. . _ � . . dresiing at N Man Qdo hereby authorize .�._ .. w......_..IT.w ._a_�. .....,�_.__.,.�......._... ...._:.._ ._��..� �..`.... �`�� �_.��,� � ......toapplyon my behalf to the T n of Southold Building Department for approval as described�Ierein,, ? � �wner' Sl I a�'t date .._�... PrintµOwner's . ....,_.rv. w..,._... _...... Name 2 f Town Hall Annex �� v Telephone(631)765-1802 54375 Main Road � � �w °� Fax(631)765-9502 P.O. Box 1179 r Southold, NY 11971-0959 j J BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSIRUCTIONAN l / SIRSER C0149TRUCTIONe Date: 7/6/21 Owner: Teddy Papaioannou Location of Property: ._ ..3870 Rocky Point Rd East Marion,NY 11939...... ........_ .... .......� .. ... . .... Please take notice that the (check applicable line): New commercial or residential structure X ... Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): ._......m_.... Truss type construction (TT) Pre-engineered wood construction (PW) ...roww_ro......_ Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) . °�... ....._..._ Roof framing (R) Floor and roof framing (FR) Signature: .......... ___.. ..._._..._....rv.. .. . ..... . Name (person submitting this form): `o.1 ,� 1Y...�': Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 xop 51TE PLAN HATCH KEY: U [ PROPOSED BUILDING ADDITION 77 7�777 P PR R RUCTUR OPOSED AGGE550 Y ST E A �1 1 .`, = N PROPOSED 2ND STORY W ., Q W � � Z Z .I = I— J Lo � 0 FR0�JECJ SCOFF : FA0E <EY 0 o 0 —QQ 1 ,QQ PROJECT LOCATION & SCOPE 1 ZO CONSTRUCT NEW FOOL HOUSE SITE PLAN & ZONING DATA Z ; I � W -- -- - ------------- 00 11 GENERAL NOTES- -- - - - --- -- --- .. - -' I N08 I ENERGY TABLE I 1 1Q TDATA : STRUCTURAL DESIGN CHARTS Q' O Imki � Z >; d' - - - - - ---- - --- -------- --- - -- - ---------------------- Z HOEDOWN, ANCHOR BOLT, ! it w to STRAPPING & NAILING DETAILS rl Lo 1 m f'Rp_1�cT / ZONINC IATA FASTENING SCHEDULE' 6' e0iJO TAX MAP FRAMING GRAPHICS ZOXINO DISTRICT R-40 Cl1 BEAM CONNECTION PATTERNS LOT AREA ij o.-76 ACRES FIREBLOCKING DETAILS W II S� GK 1 GofO - MAIN HOME - Z-3821; 6/8/1170 _ _ — - -- -- --- -- - --- - - - II PROPOSED FOUNDATION PLAN --- --" w GofO - POOL Z-32514; 8/8/200-7 PROPOSED PLAN FEMA _ U I i it EX i ST. t o X _ ----- —— — t- FEMA FLOOD ZONE I 2-STORY wLTLAND5 DISTRICT N -- I N/A � A— 102 .00 1 PROPOSED STRUCTURAL PLAN 11 ii PRIME Z PROPOSED ROOF PLAN DEG Dlsl"RIGT I N N/A I \ ap 11 RES 1 DENGE " PROPOSED EXTERIOR ELEVATIONS ='p LOT .OVERAGE DESCRIPTION (FOOTPRINT) AREA % LOT 1 I 32 55oi.0 S.F. GO�/ERAGE- TOTAL LOT AREA A-202 .00 PROPOSED EXTERIOR ELEVATIONS EXISTING BUILDING _ 2,552.0 S.F. I 7.89b 1 X �, E IST:t`,.. POOL 8 i i 00.0 S.F. 2.590 I 350.0 S.F. 1.190 p A-50 1 .00 � BUILDING SECTIONS � I PROPOSED POOL HOUSE TOTAL AREA OF ALL STRUCTURES 3'702.0 S.F. 11.490 - "MAXIMUM LOT COVERAGE ALLOWED 20% O I v 1 AGGE55ORY STRUCTURE REGUIREMENTSµ- - __• _ __ � 1 kD -- -__- _ REQUIRED PROPOSED COMPLIES 1 O MAXIMUM HEIGHT - ,II 1 EX I ST. IN- ' 18' 14' YES II � I GROUND 1 MINIMUM SIDE YARD 10.0' 10.0' YES MINIMUM REAR YARD 10.0' 131.3' YES POOL II 4O'X2O' 1 - MAX. SQUARE FOOTAGE 350 S.F. _ � 1 I 350.0 S.F. YES - -- - I N w II J -_ — z I I I U I 11 I � PROP. ---- 1 1 1 w 1 POOL HOUSE a I 350 S.E. II 1 � I I 1 PROJECT: II 1 1 I PAPAIOANNOU II EXIST. FRAME POOL HOUSE SHED TO BE 1 I REMOVED 3870 II 1 ROCKY POINT RD II 1 EAST MARION, NY 11939 11 I I II ,. .\. . 1 °�^`�.;��,°��\e\ ,�a� icor; \•.,. � \` „ �i�;�a<��p� � � \.uF,a r. \ > :.�:. a:a�A�: § $ .:4 •Y: \\., ate"• Y>a i'. I ce�w' ea$i:li:r �. '`� \ :t(, :. 1 ,`.,.' \ .., . u\ ,�'�`` 'xis' 3,•.. k', «`° .>x.% S � v ` a < PROJECT � LOCATION & SCOPE �.. Po a: a °. DRAWING TITLE: a ,. ' ryn a� :. 5 _ „ r „ m d ,�. • ;,, ,. :A . . � -„> SITE PLAN & ZONING DATA XF „ • „ u 7 ate• as ,• « __ - -I ar w q•a•,V.. ,"a> e .. .i .a,. v?>'.a :: y=..�.”: '� '.`.:�.\:°QC.§:�.. \ �a�• q :•Aa '0 �� A. �`��� 8 .. e> =x' v tS Sy de°a $ Fe` ,ro a : . i' a'. T...a .Y ` a _ �. PAGE: t a 17 1,7 "'i! AIR t ^0 �'' ,.•.gds.,. <p .�5,, x X1, e 44�. Vi=a �`:« ^?�: .< `_' :,. i�i:s ~,� `� .•' '� Ua »<;•e 'iv, +s ko. a � s �`*t � 3. P 1 ° aa, ' .:t'- 't9: :a3••. s r,;.m...i _ uff a. .�• Vim"yy c .. y e; a. a ..aa" ..�''.: �F:•�"'�a �.\ q;„ "e �\$", y A:\ y \a:.�4'.'i"e ^a ``a�a.a.°":a¢,• v,<,,,. DATE: 06/22 21 r: s SITE LAYOUT NOTES: :,� � a:,•' .�,,.. ` :aA .\:« ,% i'R.•.t� mai k .` a f. TH 5 SAN ARCHITECT'S TELT 5 51 TE P AN � 15 .�� 'F., g �'. :.' .►rte 1 `.> wx . SUB�EG T VERIF TON Y N D T O ICA I B A LIGE 5E \ SURVEYOR. THE INFORMATION ' s� + � ks a•�:..t, i# i..• .aP '' '?•'• ,aR ,yr>•+. a„>' � �`' •'l, `tm«'�ssr.i' '. `.,.'° � < REPRESENTED ON THIS SITE PLAN IS TO THE e ARCHITECT'S BEST OF KNOWLEDGE. :?• = $ :� ° a ¢ on ay ex F § a:e 2. SURVEY INFORMATION WAS OBTAINED a .Y', �,r F:, FROM A SURVEY DATED -T/25/2021 - '�a� 'o'•' >RFs”' a• m AND PREPARED BY: a a, "• !14 r� \a; .x=`ez,F,,.\ '.0 eqa",`^t: >t?'•r' .r..;' _Fa.. .}' \ p� 3 i `� `a ` ��\\`.�.. fit'°�: . '� ' .."T• ::' �..._ MICHAEL W. MINTO S.P.G. za A to S• al',`.,";" 87 WOODVIEW ANE « a y i f' 3` �e. GENTEREAGHN.Y. 11-720 4 a Ni > „ a \ .,F a> TELEPHONE: 631 766 x714 k � ..q. F.K°,:z1';• P \ -.. ✓ l `a \ \•• V`\• 'A� «a°!•':.°` 14J x�a JUL 7 2021 ,t. ax •It..� ,:�'`":. \\p`.." ¢` .a"• ,.., as :•.3.w.: _ \ ,..,; � , ;Y' j \• i.i ,''`'4: K s'Z' 1 11 \ F.A,.....•,....$.vm..\c`,: .. s.�,a.,>>, .. .� ....a. .,. .°.v'baa.:,:k,3>:.o�`":A..Y',;..,,ts;.;'aa: a:'end'.aei.a..d° <.:'.�:..': sax.,.i�H. \?'�>':_. . .......� � g . S 1 TE PLAN LOCAT 1 Oil MAP SCALE: 1'-0" = 20'-0" SCALE: NT5 - _ -_-__ _ . --- - - _ ._-- - - =_ _- MING RIAL STANDARDS CARPEN 1.. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb = 8"15) UNLESS T1HE0PROVISIONS OP THH15 5 ANDARD ARE NOT INTENDED TO PREVENT THE USE 1. CONDTRACTORS TO VERIAF-Y ALL DIMENSIONS OF EXISTING FOUNDATION AS IT f I /` Q a��� /� ��I ®�S l NOTES �I G G / � 1"�5 5 Y a) IXOTE✓ `�FE`,I Tl O OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE N._W WORK BEING PERFORMED AND SHALL COORDINATE THE - I U IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-GONTRACORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF - - - -- --- -___ _ - - --- _-- -__ -__ __ -_ ____- - __-_ _- Q TOGETHER AT ALL TIMES. IT 15 ALSO THE GONTRAc;TOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIR57 AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. II :l INSUL. II INSULATION H AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BD BOARD ' F - --._J_ _ _ _ _ 5F'EGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8 MIN. FOUNDATION EXPOSURE. _ - - - - -_- - - - _ _ -__ -- --- 1 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 1I BFE BASE FLOOD ELEVATION I INT INTERIOR = N W 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT ;- - _ -- -- - _-_ - -_._ -- - -- _ _-_ __- _____ J �.I 3. SOIL TD HAVE MIN. BEARING GAPAGITY OF (1) TON/5Q. FT., U.O.N. - -- -- - - _----- - KIPS (1000 LBS) . t F_ vi PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2'x6 , UNLE55 (U 2"xb' (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BLDG. BUILDING K GENERAL COUNCIL 5 WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS __ _�_-----------II I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. - = 1 - _ - - - - - --------- - _-=---- ___ --------------- --- __- ----- 4. FOOTINGS TO REST A MIN. OF 4'-O BELOW GRADE, UNLESS 1 W I. IDENTIFICATION: ALL SOLID-SAWN LUMBER GLUED LAMINATED TIMBER MANU. SPEC._ Jj MANUFACTURER'S SPEGIFIGATIONS - it ix � = z APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED BM BEAM ----------- - _ _ ER APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE Ib 6AGE METAL JOISTS HANGERS BY 'TECO' OR 1,MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. B.O. - -- -- --I BOTTOM OF - --- - II______--_-_ ------ - �'- - _._ - - -- -- - ---- -- - - ---_-- - ~ PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. _ __- ------__ --__- - -- --_-_- _____ -- __ --__ _-- --_ - _ _- - - -----_-___- _ -------_-_- - -----'I O U) STRUCTURE/S�TE SHALLDIBIE FIELD VERONS, AND PIFIED BY GENERALLICABLE AGONTRACTOTION OF IRS. 5 MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 6. N0 BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS BOT. BOTTOM jI MECH. - --I;MECHANICAL _ _ J •`ALL • _ >- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIEDN 1.1 THROUGH APPLICABLE STANDARDS OR GRADING B.O.W. I BOTTOM OF WALL MIN. I MINIMUM II FLOORS ROOFS, AND WALLS. UNTIL I TIER Cr FRAMING 15 IN PAGE. _-__ ___-_4 ___ __ -. =__ __';[. . _- __ -1 - - - - _ _ _-------'I b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 7. FOOTIN05 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. G.J. CEILING ._ ST it O O AND AUTHORITIES HAVING JURISDICTION. I NAVD88 NORTH AMERICAN VERTICAL DATUM OF 115a O O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, � r - - ----------.---------- - --- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ _ _ -___ - __.-- , Lo w OF THE OWNER/BUILDER BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY I COL. COLUMN 'I NYC BG NEW YORK CITY BUILDING CODE - > . .' co 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WIFH CONCRETE.BEAM POGKET5, UTILITIES, ETC. TO BE FILLED - - _ - - -- -_._ ' -- Z AMERICAN ER COMMI T. THE I 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. GRAD MARK SHALL NGLSTANDARDS UDE AN EASILY D S�N U�HABLENMARK OR it O.G. ON CENTER � O SHALL BE CLARIFIED WITH THE ARGHITEOVENGINEER BEFORE PROCEEDING q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. _ - _-__ __ __ J, ____ ____ ____ ___ - __ _ _ _I' GOVT. CONTINUOUS REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. - _ -_- - ___-_ __ -_ - - - .-- __---- - - __ --.-_. -__- _----__ . _I i = O P.ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA E THE GRADING AGENCY WHICH COMPLIES WITH THE 4 P - - - - -- - - - - ---I DAYS OF coo 5.1., u.o.N. DBL. DOUBLE OGG �OGGUPANGY I Z bl NO DEVTH THE YIATRIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 1 DFE - DESIGN FLOOD ELEVATION PBFE I PRELIMINARY BASE FLOOD ELEVATION II Q W UNLESS APPROVED BY THE ARCHITECT/ENGINEER, 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE - - - - - - - - -=_ ---- -- --- _=_I1 I J THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED DIMENSION I P. GONG. POURED CONCRETE i J DO ON PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND TIMBERS. 6 MIL. POLYETHYLENE. VAPOR BARRIER UNDER POLYETHYLENE -I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS DIM. -- - l _ - - L -_ BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. D J DECK JOISTS IPL. PLATE Z (D WOOD I-J015T5 SHALL MEET THE PROVISIONS OF ASTM D5055 - - -- -__ -- - - - t � APPLICABLE. 13. BRICK VENEER TO BE ANCHOR - - _-_ __I! ______________ t � - --- _ _ _ _ � 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED EA. ' EACH I PLYWD. PLYWOOD Y � O II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPEGIFIGATION FOR ESTABLISHING AND MONITORING ED WITH CORROSION RESISTANT TIES _ _ __ _ _ _ STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, TH15 (1) WALL TIE PER (3) 5Q. FT. _- = - `_ -_ _- - 41. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. � 1 JI 11� Q DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL I ELEV. - ELEVATION --------II P.T.--_ _ _-j PRESSURE TREATED------------------------------------------,. -- -- j1 z REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT 1 REQ D REQUIRED w J N ---- --- --- -- ------ - -- ------- - --- - -- -- 10. OWNER/BUILDER ARE RESPONSIBLE F'08 ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. , 1 JLL CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. - -- . __-__-__ _-__ ___--_ _ -_- _-__ _ _ ___-___ _-_______ _ - -_ - - -_- _- __ -- 1 --- - l _ I.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR A55EMBLIES I5. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING IRI II RISER 11 L- � Lo 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT R VI F FROM FOOTING TO 2" ABOVE FINISH GRADE _ -- -- ===J .__ ___-- ____ I =__- ,__ _-_ __,_ -_===JI (` Ln ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF EXTERIOR I RM. I ROOM l O Q U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS O AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. [ - - - li - _ - - - J' 0T-i J O EXT PERMISSION FROM THE ARCHITECT. - - -_-_ -- -- ----- - , __ -_ -- ---- - - _ - -- - - --1 STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES I 14. PROVIDE 'X' GROSS BRACING AT J015T5, STUDS, AND RAFTERS WHEN SPANS F.A.I. I FRESH AIR INTAKE R R I ROOF RAFTER GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENGINEER. NO __ _____ __ ____ 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 95'-O" AND AT EVERY 8'-O". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - ------ -_ -__,- __- J,�_ ---------- -_------------- __ J RESPONSIBLE FOR DESIGN INTENT ONLY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE FAR - - FLOOR AREA RATIO - ,;STL. STEEL - Ii 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUOANCY. 6-003. 1.5. PREFABRICATED WOOD TRUSSES. ASSEMBLIES USING PREFABRICATED 1"1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY -------- W GOVERNING BUILDING HAL CODE, AND ANY PROVISADDITIIONS F TH15 Q'�REMENTS AS ARCHITECT/ ENGINEER. F.A.V. - - --_ _ ',I FRESH AIR VENT _- -If __________- -_ __ -- __ -- --____----_-- --- 1: m HOOD S.V. SMART VENT I 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS i SET FORTH IN AN51/TPI I NATIONAL DE516N STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF I FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. - _ --i' _= 1 _ = - - __- - -- - - V RUBBISH, HASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. IFF ELEV. - FIRST FLOOR ELEVATION ! TEMP GL. - -II TEMPERED GLASS- _ Jill W BROOM L Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA - - - -- ----- -- - --- ---- ----- --- I i_ V I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. ID" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. F.J. FLOOR JOISTS I THK. - - 'THICK = J 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 18. AT WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. # I - === ___ _-__ _ _ _ -__-__]I MEET THE PROVISIONS OF ASTM 036 5PECIFICAT10N FOR GYPSUM PROVIDE TWO 4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4 THICK , FOUNDATION T.O.W. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, 5EPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB i U J WALLBOARD, A5TM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FOUND. TOP OF WALL AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6 SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARD. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I -- - _ _ _ __ - - _ _ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF 11. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD J 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8 -- - _ -- "` -- - - - ----- _= - THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER A5 PER PAGE 5-003. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 8 3-O" BELOW GRADE. FR. FRAME TVP. TYPICAL � , COMPLETION OF PROJECT. 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. 1 - - --- .,,.:x„ -- __- -_=_-- -__1 GLASS WINDOWS AND DOORS FRPR. FIREPROOF II U.O.N. UNLESS OTHERWI5E NOTED 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I. ALL GLA55 TO BE INSULATED LOW-E UNLESS OTHERWISE SPECIFIED. I - - -_-__ __- ' ._ _ _- - -_ -- --- -- -- - - 11 - - '- --_.- __ - - -_- - I.8 STRUCTURAL PANELS: FTG. - r __ _ _ - - ?r AGAINST ALARCHITEOVL OINEER, AND THEIR CLAIMS, DAMAGES, LOSSIrS AND S AND EXPENSES, INCLUDING DIN6OM ND METAL BAT Y BER W REPEATEDPPER NAFTHENATE NHICH SHALL BRUSH NG, DIPPINGOR SOAK NG CONTAINT L HE WOODPER FOOTING 1 VERT. II VERTICAL I a 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. GLA55 DOORS AND WINDOV45 SHALL NOT BE INSTALLED UNTIL PROPER - _- - - --_.- _-----� -___ r __-_ _ __ -__-_ _ ______:__ __.'1 A ���� F THE PERFORMANCE OF RE ED WITH P T UMBER l - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LO55 OR EXPENSE (A) CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER I GYPSUM BOARD I V.I.F. VERIFY IN FIELD �Ij. , ATTORNEYS FEES ARISING OUT OF OR FZESULTING FROM ABSORBS NO MORE. ALSO, FOR HARDWA USED L MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. I GYP. BD. VOLUNTARY PRODUCT STANDARD (PS I) CONSTRUCTION AND I ---=-- - ` 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEA5E OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAIL5, SCREWS, FLASHING, ANCHOR BOLTS, - _ - - INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WI H N IS i OIFC !h L SSS ROOF'S, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED H.D. I HOLD DOWN - II W/ ;WITH 1 ITSELF INCLUDING THE LOON OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR D F�OCR SHALE B1= OF INSULATED TEMPERED GLASS, - --_-.- _____-__ ____.____ __ __ _____ -__ __.- I WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE �` HDR HEADER -1 -----------.f---- WOOD -- --- - - ---- w EVALUATION REPORTS. UNLE55 OTHEgWi�. NOTED. -_ --------,-_ - - _ - _ - -- - - ---- -- - -- ----- - ---- - - GONTRAGTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 4. ALL GLASa Uiv1T5 SHALL BE: INSTALLED IN STRICT ACCORDANCE WITH ji EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY A. TRUSS JOIST McMILLIAN LqE MIGSOLAM MANUFAGTUr=R'S 51'EGIFiC.ATIONS. HNGR HANGER ]I ZR _ -'' ZONING RESOLUTION 1 BE LIABLE RFOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (O5B), WAFERBOARD ORIEWMED 5TRAND I - __ -__ __ --- -- -__---- THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL W!NL CWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE HORIZONTAL I - -- - - PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET HOR. _ A. TRU55 J015T MGMILLIAN 2.OE PARALLAM ENE2GY CON-'=RVA71ON CONSTRUCTION GORE. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 6. PROVIDE FLFa INC 1'A*15 UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR - -- - - - - - ---- - -- - OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ANY OTHER TYPE OF rLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. TO BE SURE THEY ARE IN AOGORDANOE: WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, INSULATION I$ FENESTRATION REQU I R I"IE I TS II , 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL T � S ADDITIONAL REQUIRE IN H MANUFACTURER'S APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWING AND ANY A L MENTS SET FORTH THE N 7. ALL EXTERIOR, DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL I I AND SPECIFICATIONS WILL NOT BE PER'�11TTED WITHOUT WRITTEN GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY SGt?EENS AND H,0.Rl:WARi= NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. _= __`_ --- - - _ -_- - - - __ -- __.--_ ______ !I I I 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL 5. ALL GLA55 I5 TO, BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 I PROPOSED DESIGN I CODE PRESCRIPTIVE VALUE I$ I 1 I AUTHORIZATION OF THE ARCHITECT/ENOINEER. _ REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. [_. I� I Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. COMPONENT i COMPLIES I 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 1 VALUE CITATION (PER 2020 NYSECCC) NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 GELLULOSIG _ _ I t � I PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT q. ALL WINDOW5 TO BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH II I ANOTHER W!ND�W MANUFAGTL = _ _ - ------------------- I-- - ---- --- _ ___-_____ EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. r r 'RER, IT IS THE RESPONSIBILITY OF THE 1 -- ---- ----------- -------- ---- - FIBERBOARD OR STM G20 STANDARD SPECIFICATION OR ___, 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EX15TINO WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH MAX. U-VALUE = 0.32 I U-VALUE = 0.25 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. THE GHABAGTEilSTIGS OF Trt% ANDERSEN WINDOW SPECIFIED. THE I FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 CFM/SF YES j 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN ' PER R402.4.3 d TABLE: R402.1.4 - CLIMATE ZONE I! GHARACTC8i5TIG5 ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. _ - . -._ __ _-_-__ - _=.I----„----------_________ ____ -__ DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS - -- ---- --- - -- -__-- __-- - I SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF REQUIREMENTS. II MIN. R-VALUE = 401 I� YES l THE STUD LENGTH SHALL NOT EXCEED 2596 OF THE ACTUAL DEPTH. BORED (PS- U, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL CEILING R-VALUE R-4q BATT INSULATION 22. PROVIDE FIREBLOGKING AS PER NEN YORK AGGE551151LITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ji PER TABLE 8402.1.2 - CLIMATE ZONE 4 - - __ _ -I-- ----- -- -° - -- ------- - �______._--___J OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. �MPERED GLASNINr,>ON5 IN S. =ROWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE _ _ _ if ___ __ _ _ __-____ - _ _ __ ______r____-___- 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. EXTERIOR (2"xb") WOOD R-21 BATT INSULATION II MIN. R-VALUE = 20 (CAVITY) I YES I I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. I FRAME WALL R-VALUE I PER TABLE R402.1.2 - CLIMATE ZONE 4 I COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ___ _ _ __-- i --__---- = Til' � L N L N0/STRAf= N� REOU I REHEATS FOR ---- ___=---- __=_----__----- - _-___ --_ - _ a- HOL ED)ONN DETAILS I I J� I^`II �I �I FASTENINO 5GHEDULE A Q 0 ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER UFL FT SHEAR H• LATERAL Y NI I `�D RES STAI ` Ci NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 Q ~ In 5UBSTITUTION5 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR 5TRAPPIN5 AND NAILING REQUIREMENTS, W Z O AND ROUGH OPENING FRAMING REQUIREMENTS) J e-I **ALL 5TRAPPINO TO BE V4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W FUSE IOd NAILS IF STRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Lu >; FASTENER SPEG. 1� FASTENER HOEDOWN 'A' HOLDOWN 'B' DE5GRIPTION O ( Z GONNEGTION A �� �R I AND QUANTITY 5PAGINO J � FOFOUNDATIONSEXIST, ul\ry ROOF GE I L I NC FRAM- NO .00 1.DIM'5 ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd - _------=—-- ------ - ___-- =_-- ---- 0 O O ENDWALJ_ R ". ...".............. -"".............._--".... �ry 2" I RAFTER TO TOP PLATE (TOE-NAIL)-- - - -- --SEE PAGE G 003 P - - - ENDWALL COMMON NAIL w/o PREBORED HOLES. PER RAFTER LA lk HEIGHT STUD HEIGHT STUD " GO RAFTER RIDGE \ SERVICE (3) 2x FULL (5) :2x FULL GORNE STUD 2.WOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE CONNECTED TO CORNER STUD / "°� �. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER J015T O �\ CONNECTED TO r" R ry 2' ry (EVIDENT DURING INITIAL I E PRE ENT PPLIT PO THE NAIL - TRANSFER SHEAR € _ 3 --- - - ------- - - 1 TRANSFER SHEAR �� 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL SIMPSON HDQa • • • • N) CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP Q HOLDOWN ANCHOR ® FOR STRAP 8 d COMMON HOLES,SET NEW MEMBER.LOCATIONS NOTED 2-Ibd COMMON ^ .:,/ NAILS EA. END OF STRAP. - - - --- ---- - ----- -- Z 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED ---- --------- -- - - 11 k W I i NAILS a b" O.G. 4 CEILING J015T LAPS OVER PARTITIONS(FACE-NAIL) 9-Ibd COMMON EACH LAP Q ON PLANS 10 O.G. IF BLOCKED 10" O.G. IF BLOCKED ..J 2-Ibd COMMON POST ".... " FOR ROOF SLOPES UNDER 5:12 WITH ?*• • • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO - -- ------ - ------- - -- -- ------- r----- ---- --- -�I ---------------- _I CORNER P05T G.J. G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 90 ANGLE,SEE 00 "'" .."�" M ROOF SPANS OF 24 OR GREATER, eRAPHIG BELOW) COLLAR TIE TO RAFTER (FAGS-NAIL) SEE PAGE G-003 PER TIE It 0 USE 4 8 d COMMON NAILS - - - - ---� _Z 0 j- I y~�" BLOGKIhdG TO RAFTER (TOE-NAIL)------ - 2-8d COMMON ----i - - - - 0 SIMPSON" HDQB EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY EACH END HOLOCAT ONS NOTED SLOPES OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE - I - Z O ON PLANS 1 GR 4-I. - --- -- RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON TA EACH END Z NALL FRAM I NC GONNEGTION BI $ B2 AT RAFTER TO TOP PLATE TO STUD LL j � I " GONNEGTION: ...... ----- ------- - - - ,---- Ln r-I HOEDOWN INSTALLATION OPTIONS: • - """~� _------------ """" _ FGR STRAP - 3 B d COMMON NAILS ® 152::: `..... TOP PLATE TO TOP PLATE (FACE-NAIL) -- --- 2-16d COMMON ' 1, PER FOOT - -- ---,I 0 :..... • EA. END OF STRAP: ``: . . - - - --- ---- ----- O J O FOR NEW P. GONG. FOUND.'s HOL OAN IN PLACE v41 FOR EXIST. P GNC.OR NEWLY CURRED F U D.'s ROD �- " " • • SEE I�HEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) - -4-Ibd COMMON I!r -JOISTS - EA. SIDE- Vii THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO r ' "", NOS#5--\ GEOMETRY EXCEEDS THAT PERMITTED IN I, CONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY I MAX. NAILING GRID ABOVE UTILIZE '. i • • STUD TO STUD (FACE-NAIL) 11 2-I6d COMMON 24" O.G. 1 ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT .IMF50N # H2A (OR EQUAL) RAFTER TIE ":..... --- ------'' -- _- - ---._-- -- ------�! NOTH - - FOR(EX�5T5/NEW GMUGGONI G. BLOCK)ADHESIVE) �'• /€ FOR TOENAILING - 3 8 d COMMON NAILS HEADER TO HEADER AGE-NAIL) Ibd COMMON I6 O,G. ALONG ED6E5'�, � FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN USE SAME "` { Ie FOR G.J. TO R.R. - GI IC d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END NAIL) - 2 Ibd COMMON - PER STUD Lu w/7/a"� THREADED ROD REGUIREMENNTS FOR „_,•" " BOTTOM PLATE TO FLOOR J015T, BAND JOIST, �L 2-Ibd COMMON €� PER FOOT ~ :. ............. ...... • • RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (PAGE-NAIL) - J - - - U ,� - -- - __- ___ -- = --_ _ _ _----- --- -—-- - - -- -- _ J t i t APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW _ -_ HOLDOWN G HOLDOWN D _¢ I�_d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS �i FLOOR FRAMING Q FOR NEW 4 EXIST. IF FOUNDATIONS � FOR NEWLY POURED CONNECTION Cl 4 G27 JOIST TO SILL TOP PLATE or GIRDER (TOE-NAIL); 4-ad COMMON PER JOIST FOUNDATION ® ONE STORY ONLY � ! - - ---------------- ---- -I'�------------- ---�i ""^ : € \\ (3) 2x FULL. ENDWALL Iu; :. BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON 'I EACH EACH END - ... HEIGHT STUD CORNER STUD CONNECTED To AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON I EACH END TRANSFER SHEAR "SIMPSON" HDQB (3) 2x FULL ----------- -- - --- -- �. ° I---- ---- ----- HOLDOWN ANCHOR ® 2-16d COMMON HEIGHT STUD """""- TO STUD CONNECTION: BLOCKING TO SILL or _ LOCATIONS NOTED NAILS ® b" O.G. ° TOP PLATE (TOE-NAIL) 3 Ibd COMMON EACH BLOCK FOR STRAP - 8 d COMMON - - ----- - - -- -- ON PLANS 10' O.G. IF BLOCKED • CORNER POST 3 LEDGER STRIP TO BEAM (FACE-NAIL) I� 3-Ibd COMMON EACH JOIST 11 ��, - ° NAILS a EA. END OF STRAP - — ---11--- ---- ----- --- --- -- ... -- -- !I' J015T ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 8 OR - -- -- --- - ------ - -; - ------------ ---------- - 2-I6d COMMON j �.• NAILS CO ON BELOW - 2 16 d COMMON NAILS i� BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER JOIST " BAND JOIST TO SILL or TOP PLATE (TOE-NAIL)JCOMMON '- - r --- - - ��• j 2-Ibd PER FOOT ==-ROOF SHEATHING - - --- ---- - --- - - i'. • I STRUCTURAL PANELS: I it I L INTERIOR ZONE ad COMMON 6" EDGE / 112" FIELD "SIMPSON" STHD14RJ CONNECTION D I D2 SOLID PERIMETER EDGE ZONE g ad COMMON b" EDGE / b" FIELD 1 HOLDOWN INSTALLATION OPTIONS: FLEA.BI AY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4 O.G. FOR NEW P. GONG. FOUND.' UP TO 9" RAKE OVERHANG HOLDOWN CAST IN PLACE w/7/5"4P THREADED ROD " "-' -- ------ -------- J -- ---- --- "' GE I L I NO SHEATH I NO AT STUD TO FLOOR ASSEMBLY TO SILL _ - _ FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s T/a"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 f'{ -- --- -- ---- - CONCRETE w/ "SIMPSCN" SET(HIGH STRENGTH EPDXY 1/2" MIN. j --- I - --- -- -- --- - '- - -- - --- { GYPSUM WALLBOARD Ii 5d COOLERS '7" EDGE / 10" FIELD ONE #4 REBAR CORNER '.•............. ° • ENOD 05 TRAP (WRAP STRAP UN ER SILL PL.)AP cl COMMON NAILS a A i € ADHESIVE), 4 FOR TEN1P.'s 0-F-40-F USE 'SIMPSON" AT (HIGH STRENGTH ACRYLIC ADHESIVE) SPECIFIED ON D I �... o I € WALL SHEATHINO FOR EXIST. / NEW G.M.U. (CLING. BLOCK) TYP. FOUND. NOTE • € 1 - -- Ii FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN `'�.,� ° FOR E4. PLATE TO STUD ABOVE $ OR BELOW - I STRUCTURAL PANELS :7 "-Lj _2 -1&- d COMMON NAILS ad COMMON 6" EDGE / 12" FIELD�I THREADED ROD - -- ---- -------- -- ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION v4/ # LPT4 NAIL �C� �TR I � ) DO�/DOOR D R STAND,z4RD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES PSN (OR €_.____........__ €......� y."......"..... bd OF All STRAP a SATO i - _ _ _ _ _ - ---- - -- - I -_ _-_- -- � I ALTERNATE USE FLOOR SHEATH I NO (5UBFLOOR) EA.JOIST-(FOR i , _____ li O NOTATION: 5IMFWN H2.5A) STRUCTURAL PANELS: _---- - f MISCELLANEOUS FRAMING GRAPHICS - G0NTIN0005 BUILT-UF GIRDERS, � OR MORE SUFFORTS (L a' (THAT EXCEED FRAMING STANDARDS,AMERICAN WOOD COUNCIL AWG DETAIL BO K CONNECTION PATTERN SCHEDULE � I R�Bl�OG�G I �� �OR PL=ATS®RM W®OD �RA�M I �� - Q v WORKING KNOWLEDGE OF THEA [ ] (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEI FOR ADDITIONAL INFO.) o F ASSEMBLY REQUIREMENTS: Z O AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) - BETWEEN 1/6 1'W = N CONNECTION d 1/4 OFA 1�lHEN GIRDERS MADE UP OF JOISTS NAILED DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN J THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES _ AS FIRE-STOPPING. w MAX.32' LOCATED F`=TW�I=N ONE SIXTH AND ONE QUARTER Q NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.G. T _ _. w �- H£ SPANLf'NGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Fr-'ORT. NO TYVO ADJOINING JOISTS NOR MORE SERVES A5 IF-IRZ51LOPPING. �- O STUDS (2)Rows V2° BOLTS m 12"O.C.STAGGERED; JON ED ON HE SAME SIDE OF THE SUPPORT. STUD 'B (5)ROWS IOd NAILS m 12"O.G. p THAN ONE: THIRD THE TOTAL NUMBER ARE TO BE SUBFLOOR II C DBL.® ENOs -___ -_- BUILLE PLATET UP51I T T 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -� _ PLATE SERVE AS FIRE5TOPPING. SUBFLOOR TWO-PIECE - MAX 2 ---J J - - - - _ TWO IP cGE GIRD_RS ARE TO BE NAILED FROM ONE O D (2)ROWS I/2" m BOLTS m Ib"O.G. —— ul N -- 50LE PLATE �" 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O - - II I JOIST SERVES A5 FIRESTOPPING. O O E - (2)ROWS I/2' m BOLTS m 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF - I, III, , . O O l (2)ROWS 5-3/8 TRU55LOOK SCREWS m 12' O.G. BE/4 OF Ab :F�Ib I"1GHE5 BETWEEN NAILS IN A HORIZONTAL I ,I! I ' S 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING EACH PIECE OTHERS STAGGERED WITH A DISTANCE _ m F q OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(I)SIDE of MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH : t! 1,' Z SCREWED ON(1)SIDE OF MEMBER SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH „ ----_---8 II - ;'I I, 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O IS, - (2)ROWS 3-s/e' TRUssLocK SCREWS m Ib°O.C. - --� AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = O BEITWEi°TNA!LS T A HORIZONTALDLIINE DISTANCE OF 32 -- H (2)ROI ON(1) IDE O ME BEREwS m 24'O.G. j - f JOISTS SERVE AS FIRESTOPPING. I• J015T SCREWED ON(U SIDE OF MEMBER P QZ w THREE-PIECE — - - ! I _ ( I f - -7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND MAXIMUM OFFSET (2)Rows B"TRU55LOGK SCREWS m 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS J JOIST DEPTH, d SCREWED ON BOTH SIDE of MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. II j I 1 Ili J_ 00 MATCHED SIZE OF BLOCKING 4 V SERVE A5 FIRESTOPPING. UNDER NON-LOAD BEARING FIRESTOPPING AND I K lscR�MD o BOTH s DE of MEMBER "°G PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 > O STUD 1 8. THE HEADER SERVES AS FIRE-STOPPING. Z 0 (� _ OTHERS STAGGERED w/ A DISTANCE OF NOT MORE PARTITIONS ® 32" O.G. BLOCKING -'li !I L (SCREWED ON BOTH SIDE OF MEMBER4 O.G. /4�OF A6 THAN 32 BETW)=EN NAILS IN A HORIZONTAL LINE. 'Il I -- -- ! J r 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL r'� O DOUBLE PLATE - 0 . - -- 4- - I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO ' FOUR PIECE GIDER5 ARE To BE ASSEMLED AS II 10 z>: P � 'I - - ---- -- � , I I.I i� STRINGER TO SERVE AS FIRESTOPPING. ` - b ;' � ZN CANT I LEVERED FLOOR GE I L I NG BRAG I NG PNBEAMSS HEADERS NOT NOTED I CONNEOTION CONNECTION PATTERN 'A'WHEN 8' OR PATTERN ER SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED I` GABLE ENDWALL FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR J b CONNECTION PATTERN 'B'WHEN 10"OR LARGER LL FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH w 0 �57UD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIEGE ANCHORING: 2 APPROXIMATELY 1-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO w %-I OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH ~O � LO P GIRDERS ARE TO BE SECURELY ANCHORED TO ,II I FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF Q 5U5FLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MA50NRY PIERS NAILED TO WOOD P05T5 OR ���/// J LATERAL BRAGS m 6'O.G. TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILINGri // BAND BOLTED TO 5TEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST (2) Iod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON J� I I 'I� I/=' F /l TTE R I S FOR S I DE LOADED O A D E D 5 E A x-15 (10 . FLUSH I U S H EEA 1 �S) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE w lo) 8d I `lj`i k= I�1�/ J� I `� Js 1� 1� I I J� 1-f I" I -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPING. NAILS -- - -- -- - FIRE- FIRE- WOOD FIR-STOPPING FIRE5TOPPING STOPPING STOPPING FIRE- FIRE- SOLE U FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING w Sd COOLER NAILS m 10' O.G. NAILED, BOLTED V MULTI PL -P G JOIST * � � ` - - - 5 ROWS Ibd 2 RONS& 2 ROWSX' - ---2 ROWS)" ` VERTICAL U ''~ J I 2'x4" BLOCK NAILED TO EA. BRAGS 2 Rows Ibd 20 A.STRAP COMMON COMMON BOLTS O 24" BOLTS l BOLTS " FIRESTOPPIAP WHEN Q I i BLOCKING W/(4) IOd NAILS I,, a 12"0.0 a 12'o.G.• O.G.5TA6fat92ED° C 12.O.G. O b"O.G. COVERING IS APPLIED - I, - STUD GYPSUM BOARD g - - TWO ROWS 12' O.G. THREE ROWS 12"0.0. DOUBLE PLATE BEAM SELECTION w/ STD. NAILING TO UNDERSIDE OF 5d COOLER NAILS m lo" O.G. fl0) 8d NAIL LOCATION I LOCATION 2 LOCATION 3 Io1sTs LOCATION 4 NOTE, ENDNALL STUD AS NOTED IN NOTES -1 8 5 s NONcoMBUSTIBLE ALTERNATE ,>y, J015T SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION OVER STUDS, UNLESS I'OP PLATE IS 4"m EDGE/ 12"m FIELD FULLY BLOCKED I TOP AND BOTTOM Rows SHOULD BE 2"FROM EDGES 5O� WOOD FIRE5TOPPING or GIRDER A DESIGNED TO CARRY THE LOAD 5CREW5�b - iW TYPE w OR 5 FIRESTOPPING LOCATION 5 LOCATION b '` 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS s^^$"O.G.STnE.GER�D TWO ROwS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMSER.USE MJPSHER5 UNDER HEAD AND NUT. OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS SY 12". 2"SPADE NOT " ATTACHMENT GALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. -- �" TO BE FILI�D © NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MIFMBI SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b•O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 /^\ STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: (� STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LE55 FIRE5TOPPIN6 4 8d NAILS LOCATION a m EA.END m R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS OF 14•,Ib•t IV. LOCATION 8 LOCATION 10 ' FULL WIDTH 2"x BLOCKING ZO i tu q) OON� � U��fi I ON DETAILS � WIND LOAD PATH OONNEOT I ON DETAILS I DRILL 2"m INTO ROOF j TOP PLATE DECK FOR STRAPPING INSTL. ' NOT TO SCALE INTERSECTION DETAIL EJ(15T.ORNEI NEW R.R. SET w/ I�R.R.BELOW j UPPER TOP PLATE LAPS '4 l od I ! ' ONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE I SPIKED TO R.R.'s I ALIGN NEW 3 EX. R.R.AS SHOWN KING STUDS-- PLAN VIEW I NOTE: SIMILAR m 'SHED' WOOD JOIST WOOD JO I S ROOF,R.R. IN LINE BLOCKING - -. JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR -- - - - `' W INSTALLATION 0 = CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER - - o JACK STUDS • : - --� --- -- ---- — f -- GOD GIRDER WOOD JOIST - MAIN MEMBER - - -- ------ -- W --- -- }- -- 1-- di JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: AM.X 5 APPROX. 30° w/THE MAIN MEMBER b STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, ����I O/"� I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER NNOU A MIN. OF (3) NAIL DIAM.'s AT A QO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST POOL HOUSE 51X TIMES THE DIAM. OF THE NAIL RAFTER -- - --- -- - - 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL •; BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WHEN FASTENED To A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. 3870 ROCKY POINT RD SUB FLOOR DOUBLE JOIST TOP PLATE EAST MARION, NY 11939 GH I M. CHASE SECURING 9 STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (oma` DOUBLE JOIST FOR NON-SEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION (SIM. ® CHASE WITHIN PLANE OF ROOF wI/ STUDS TO ATTIC FLOOR $ BILK-6 TO R/L SIDES w/STRAPPING TO R/L SIDES) PAGE: TOP PLATE ® O J� N 1� 0W ND RF_S I STANT GON5TRU�T I ON �ONNE�TORS GHIM. CHASE WALL �z QAr IS _ PART NUMBER: NOTES: '"" 04m00 GO GTO LOCATION:O - -- -- - - o e w v RI DOE-TO-RAFTERS C520 © 21 " APPLY TO EACH PAIR OF RAFTERS �z 4 - - - - ---- -- a z Q ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 06 22/21 tL ll-� z - - / 4 OF9 ROOF o o a RAFTED:-TO-PLATE H8 or H2.� APPLY TO EACH RAFTER REQ',7 BLOCKING �j N z Q I APPLY TO EACH WALL STUD TO ALIGN ko STRAPPING w w PATE—TO-WALL STUD 6520 ® 18" ® EA. LEVEL ABOVE N --- -THE FIRST FL. ® z Q K 2ND. FLOOR WALL-TO-IST. FLOOR WALL ! LFTA or C520 @ 36" APPLY TO EACH WALL STUD ® HEADER-TO-JAG< STUD - - - -- --- --- - I 6520 © 12 FLoowGLG. �I APPLY TO EACH JACK STUD r III -- '- _ APPLY TO EACH STUD CRIPPLE STUD-TO-HEADER H3 I SHEAR WALL HOLDDOWN ANCHOR 55T516 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ; / S1DE VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) ' - I- USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. _... . WINDOW CHART �- U ,.. a) NEW PARTIAL HEIGHT l Z O EXISTING TO BE DEN'OLISHED WOOD FRAME (L.G. 5TL. ROUGH OPENING WINDOW DIMENSION W = N WHEN APPLICABLE) TAG TYPE MODEL # 1ri EXISTING TO REMAIN J NEW FOUNDATION WALL - - - H W DTH HEIGHT Q W NEW WOOD FRAME (L..G. WIDT i FIGHT l - (TEMPERED) - l 3'-11 6'-O ., -I I b-O Z } STL. WHEN APPLICABLE) MIN. 2 2"x4" STRUCTURAL -_ A WPW31i 510 3'-II '" 2'-5 3'-II 5i 2'-5 " -� Z I i WOOD FRAME (L.G. _ATL. l f F- J NEW I HR FIRE RATED B TRAN50M INTR3 023 c POST FOR 4" WALLS (MIN. (2) 2 xb STRUCTURAL G TRANSOM WTR2I023 3'-0 2'-5 2'-11 i" -5 WHEN APPLICABLE) [ t Lo O C) POST FOR b" WALLS), U.O.N. u D - NEW 2-HR FIRE RATED , K O O DOUBLE-HUNG II TW2436 � 2-6 � 3-8 � 2-5 �" 3-8 � � � � , WOOD FRAME (L.G. 5TL. _ _._ , . _ .. . WHEN APPLICABLE) Z d' m O F=- O Z Q W J J 00 Z Cfl O Z >: --- � Z TAN FOUNDATION PLAN NOTES FLOOR PLAN NOTES � Ix TI TYPICAL P. GONG. FOOTING B WALL CONSTRUCTION: DOOF? NOTE: N O • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD O i. INSTALL NEW INTERIOR DOORS WHEN GALLED � OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). � O 8 SILL SEAL 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED • ANCHOR BOLTS AS PER PACE 6-003 OJT ON PLANS LANS BY THERMATRU (OR EQUAL). • P. GONG. FOUND. WALL AS PER DETAIL UPON 3. DOOR TYPE TO SELECT • P. GONG. FOOTING AS PER DETAIL 4.INSTALL AS PER MANU SPEC.'S I W • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 3.PROVIDE (2) 2"x8" HDR., U.O.N. • B.O. FOOTING 3'-0" BELOW GRADE MIN. 4.5EE PAGE 0-003 FOR ALL OTHER FRAMING • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB(WHEN ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. (I APPLICABLE) -- V • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / WINDOW NOTE: W STOOPS (WHEN APPLICABLE) 2 O t. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN I, F- • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET U FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) (AS SERIES CASEMENT, DER MA UNG, FE GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR I = J SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS V J AND DOORS" ON PAGE 5-002 IF CASEMENT OHOLDOWN: 111INDOWS - ALL CSMNT WNDWS SHALL HAVE HOLDOWN 'B' AS PER PACE 6-003 5TRA16HT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH ,a -- 3. ALL GLAZING WITS" OF TO BTEP. 6 . --- - --- - - - -------- ----- - --- - -- O16"x8" DEEP P. GONG. GOVT NUOUS FOOTING HIN IF FE ML 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND AS PER NOTED DETAIL (TYPJ 6" 6" WINDOWS (TYP. FOR ALL) U.O.N. W. NEW 4" THK. P. GONG. SLAB w/6"xb"-I0/10 W.W.M. 2.. -� _ 2._0 - O4 REINFORCEMENT AS PER DETAIL `fl IN COMPLIANCE WITH NEW YORK STATE BUILDING - -- y2 -- --- -- - :_ _ . EGRESS NOTE: .__�T.�:::;.::_t....,._�....t_.�__;.__:._.� z::::'��_,�s ;'_ � EGRESS HALL BECOPE,SECTION I�OLL.OWEDOLLOWIN6 MEANS OF � I . TYPICAL CLOSED FOUNDATION M.._....r........._.....,_.._:.__. NET CLEAR OPENING........... 5.'i S.F. O ® PORCHES / PATIOS: I. SEE NOTED DETAILS s : :::::.::'::::.:i:.::::::':;'::; :a:mt_.,-: ..3....................._:.....,...._......._:..... NET CLEAR HEIOHT............... 24" MINIMUM { 2. ALL HORZ. SURFACES 51-'ALL BE PITCHED ® 1:48 AWAY v___.....�__.._ Mx:" :::::::::R:: T NET CLEAR WIDTH................. 20' MINIMUM I OUTDOOR II FROM BUILDING _ �� : _� _ V �0 GRILL AREA _.. _PAVERS AT GRADE:_...._ ::_.:::,_._:._..,.:.. _.;....:.... __ 3. FOR 5LA55 ABUTTING FRAMING, INSTALL COPPER ',r.. SMOKE DETECTOR / GO DETECTOR NOTES. tV ui FRAMINO, ..,...s_.., L..,._ '" -' 1. _T.....' O OR FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, ;y-„_,-.- ;;s=- I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT .-_-s.:_r......_._c:r 1 .._ .._ .-o ..__..,. x ....a. _ BED ALL FLASHING IN ASPHALTIC MASTIC r -. - SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 4. PORCH /PATIO WALLS OF SEPARATE POURS HALL i . ....:_ .: 7 -: ::M :: : :; HARD WIRED TO EACH OTHER w/BATTERY BACKUP. _...................a._.,._ _..__M, -- FULL GLASS BE DOWELED w/#5 a 8" O.G. VERTICAL TO EA. OTHER x:............ ....` :. .r _ ._A `:;:.' _a___ r W ,; e� n_ 3__ .Ap_� __„�_...I�=_,•:� , >:::...:::..:...:........�._ .'..:_.�.__.:..:.�...: 2.INSTALL ALL A5 PER MANU. SPEG.s 'i = � DOOR a TO MAIN FOUND. a-O 3u^ W A Y i v `m N'WWx 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE - ❑ A _616T POURED CONCRETE AND STEEL REINFORCEMENT NOTES: NOT UNDERMINE EXIST. ADJACENT I 2 *-4'-O" I'-10 t I. ALL EXCAVATIONS SHALL N 2 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND A-301 A-301 A-301 A-301 ; 2 2 DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS I I I - 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER 3 I, � � ENCOUNTERED SLAB a 1 D ON 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS 4 GRADE - 4. ALL FOUNDATION WORK SHALL 15E 4,000 1-51 POURED CONCRETE` AT `t, POOL HOUSE �p ° 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE I i0 _ I6"xlb"x8" D. FTG. PORCH 310 S.F. m I c0 F2 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED A-301 SLAB A-301 N - W ON CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT cV GRADE - m Z� O g NEED TO BE EPDXY COATED �� 2-5'-, - 0 6. U.O.N., REBAR LAPS SHALL BE A. MIN. OF 40 DIAMETERS. ALL LAPS 4 u1 ry - - --' SHALL BE STAC6ERED 5 5y2.. N" -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN - - -- --- -" -PLACE AT AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55 40 S.F I w - 1 STORAGE m 8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT CONCRETE • 3 ❑ -3'-6" PROJECT: CONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF O TEMPERATURE CONCRETE IN TEMPERATURES UNDER 45* F IF THAT TE 3 a PA P A' i AI Al Y A' O - O ® I� O HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE I 2 I 2 _ I 2 B A OUTDOOR , _ m 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS POOL HOUSE SHOWER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL -- _ CEDAR 6' CONFORM TO AGI 306. 3 I`-2'-II" 8'-O" I ENCLOSURE FENC 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / N SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO �'-O" 10'-I I" 6'-5" `01 TEMPERATURES WITHIN 10° F of CONCRETE. 3870 ROCKY POINT RD 6'-I°"- I EAST MARION, NY 11939 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. L REMOVE AS REQ'D. - - b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE DRAWING TITLE:___-_-_ _ PERMITTED WHEN NECESSARY. 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER PROPOSED FOUNDATION PLAN AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. PROPOSED PLAN 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 I (ASTM C4a4/C4cI4M, TYPES G AND E). 10. CONSULT ARCHITECT WHEN STEEL. EMBEDDMENT GROSS SECTIONAL AREAS EXCEED ONE SQUARE INCH. ja 1 0016 0 AW& 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXP05ED RE REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS FROPOSEE) FOU ID A TI Oyu I PL /� � I �I REACHED A COMPRESSIVE STREIVCTH OF 800 1-51. FOUNDATION f�'t I V f-'� F RO F O S E� FLOOR F 1.�1 `� ■ 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 SCALE: 1/4" = 1'-O" SCALE: 1/4" = P-O" DATE: 06/22/21 5 OF 9 r „ OENERAL ��M O Y 1NINOG7W CHART Q U -- NEW PARTIAL HEIGHT '' �' _.-,.:: K � EXISTING TO BE DEMOLISHED ROUGH OPENING WINDOW. DIMENSION W = N WOOD FRAME (L.G. STL. J w CN WHEN APPL I GABLE) TAG TYPE MODEL # If EXISTING TO REMAIN - WIDTH HEIGHT LvIDTH HEIGHT W NEH � ENDAPPLICABLE) - Q NEW FOUNDATION WALL W >_ ' A PICTURE Pill, WPW310510 3'-li " 6'-O " 3'-II6'-0 g" STL. WZ (TEMPERED) POST FOR 4" WALLS - - NEW I-HR FIRE RATED � I B TRANSOM - WTR31023 z3'-Il J" '• 2'-5 J" 3'-II fig" 2'-5 J-- POST " 0 _ MIN. (2) 2"x4" STRUCTURAL - - l J F- J Ln WOOD FRAME (L.G. STL. II = °___-- WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL F' G TRANSOM WTR21023 3'-0 2'-5 2'-11 2'-5y" POST FOR 6 WALLS), U.O.N. - - O -------{ DOUBLE-HUNG TW2456 2'-6 " ✓_y 2' D " -5 " 3'-8 " I----{ WOOD FRAME( G. STDL. WHEN APPLICABLE) Z _ O . Z � � Q W J J oo Z C4 J O Y Z >: 4 Q Z XH L/�L� _J (D§ Lo 1.1..E ri Lo W II i I I F- I U I W � U II Q a -- 'r-j i I d O 3 IU W ii OUTDOOR 1) j xORILLAREA z x :I NEW 2"x8" R.R. x I ISI ' i PITCH 5":12" (2) 2"x8" HDR (2) 2"x8" HDR '� - -- -- -- — I- i NEW 4"x4., DOUBLE P.T. POSTS 1 NEW 2"x6" G.J. WRAPPED ® I6" O.G. ZEK W 2 I d A-301 � A-301 wy ' Q i I NEW 2"x8" R.R. NEW 2"x8" R.R. X ® I6 O.G. ® I6 O.G. I l o o � tui �� I >a p l a POOL HOUSE N �z �Di 1 z zl w I-1 I Q PORCH A-301 -y Z 0 x x I-I .n - -- _ - -- --- - - - ---I - --- - - - r� Ir = N ry 0 0 P05T PITCH 4":12" 01 PITCH 5":12" w I 1 STORAGE Q NEW 2x8 G.J. zl I p 1 I ® 16" O.G. NEW 2"x8" R.R. NEW 2"x8" R.R. (2) 2"x8" HDR ® 16" 0.0. ® 16" o.c. PROSECT: NEW 4"x4" -r 71 - - -- -- -- - P.T. POSTS WRAPPED 1 W/ Ix AZEK � � I � PAPAIOANNOU (2) 2"x8" HDR OUTDOOR POOL HOUSE STORAGE l it I 3870 ROCKY POINT RD EAST MARION, NY 11939 'I - I I -DRAWING TITLE: - PROPOSED STRUCTURAL PLAN PROPOSED ROOF PLAN ' I I I PAGE: FROFOSED STRUCTURAL PLAN FROPOSED ROOF FLAN000%A-10;9� SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" DATE: 06/22/21 6 OF 9 �• 1 fv` 1• �-A came-r•...N'^" (L Q U W = N J W r-I Q w � o � z J IMAX ALLOT NAE3LE HE 1 OHT ELE\\/. +0.0' 0 0 0 �- 't m z o : z , Q w J J 00 RC)O E HE 1 OHT z - a_..__._ .,..,,._,_.I �,,._.__....._�__,._�. _ ,_. _ a_ „__, ._ o J L LELILIL-1-1 A -I_j 1� tL A ! t Ji A U- w C.0 I L ]_UL I ll I 0L7 � o w I ....._...............,.._............ I I U J - - ......................_._„ - _. 3 FIRST FLOOR f I I , �m I I I' Lam. +O.0 ANIDEFSEN ; 12-x1- SL1 1 j 3 ......i. .. t ......., t ................:.... ..t a _.... �/� _ :.......a..._.i.....i...,[.. ....�...,.:._._.:..__i... ._L.._ J._ _3. _t... ._!._�. ,i.. _L.. .,�_...i.._ ...t..._ : ...,d. .L_5.,.. .�.. 5ALINA , t .�_7. I T -fi-' i ''.l T. v...,•,.....:.......L,,.,.._,,,_,a__.�.,._,:,__„_,.,_:,,. �_..� ,_.,,,._,,:,,,_,t,,_„�,,,,,__,e .i. ;..,_ . �....r,.,...:,,,,,.,,:,,,.,_�__,,,t_ i..: ..,.,_.z,._..; I T L 5.,.�,_ t,, t�.. 1.....I,., S_., _i`-i__._.! � C_' �. I ELE\/. +O.O' ' I FRONT ELEVATION I I I 0 U LLI 12 0 PROJECT: 12 3 PAPAIOANNOU POOL HOUSE 3570 ROCKY POINT RD EAST MARION, NY 11939 � I ,,,,, ,,,,,,_,,,,,,,_,,,,,,,,.... DRAWING TITLE: ....._...... PROPOSED EXTERI0R ELEVATIONS r i PAGE: .............———-- 0 i! .............. , ,,,,,,,,,,,,,,,,,,,,,_,....,...,..,,,,,,,,,,,_,„,,,,,,,,,,,,,,,,.,,.,.,...._. ..... m I DATE: 06/22/21 7 OF 9 WINt70W CHART _ # ROUGH OPENINGS WINDOW DIMENSION I TAG TYPE_ MODEL t WIDTH HEIGHT WIDTH HEIGHT _ — _._...._.._....,,,__,_.._._............................... _._._„_,_, ....._.._._....,.............................,._,..,..,..,,,.,..........,,.,,.,,,,,,.,,,,_..... — 3oX�8 E � PICTURE A IG �. NTR51023 3-I I $ 2 5 3-I I 2-� E E B TRANSOM i I _ E j G TRANSOM WTR21025 5-0 :2'-5 j Z-11 ill :21- D2'-5 5 - - It f it 1 I[ I [ II D �� DOUBLE-HUNG TW2436 If 2 b �-8 2-5 3-8 - I LEFT ELEVATION 5GALE: 1/2” = I'-O” (L Q � W N J W r-I Q W }- 0 Z J MAX ALLONAE3LE HE 1 C HT LO R Lam. +0.0' - - - - - - - - - - - - - - - 0 0 0 a m � Itm z 0 z Q w J J 00 z 1H co ELE\/. +14.2 ' + I i j j I 1 Z >: 4 LILL I U L� LL Lo Ix vi Ll..���_T�» .._. .._...._._. ..._«..._.._.J4._._. ....� �._. _•t_.«_ ,.._",_....._��F^ __ ....,...__._.Y'^i_.__� I'll— A-Al E ....... ._ i E xi E i i , 1 Ldp r ii F i f ..�..,.__. � f W F— U ................_....._....._..................................-...................................................__."__........."..". ..._..._......................_.".......".........._-___....."..............."."""._...._..... ......_............""....."._........_......._.".................... .... .......""....... = J U - J Q � i I �w E , E + ' i x e E i • i e x � e i E t i t e i t E ! i i F D i E ; .____........._............................_...................................._...._.............""-"..._.._ ....... __.._..______-_...__._"._..__._....__.._..__"..___.._.____._.........".._......_......._._ ........... "......... ...... ...._..._..................._........"......_...... ". _._...."_................._ . . ".. . " . ."_ , 1 ; FIRST FLOOR 1 i E � v 5ASELINE I i I— k i x i i a + ELE\/. +0.0' REAS' ELEVATION SCALE: 1/2" = 1'-0" II II w z 0 ' U i I I 12 o PROJECT: 12 PAPAI ANP OU POOL HOUSE - - ___................................................._..._.._........................ ----_-.__"__"__"_"""____"__"""".____.__""""__""""_"___"_"--..."_-___......___..__...____.__""_" "_.. . ___...._.."_ 3870 ROCKY POINT RD -- - ---- -- EAST MARION, NY 11939 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS I I � I � k t � i I ? i PAGE: O , .............. ............. E I i i i i x � I E i E I i iE 1 i E 7 i : I 0 ATE. /22/21 8 OF 9 : 3 E i , I i E ' WINDOW CHART ' E I D 6 ! I t � ROUGH OPENING WINDOW DIMENSION I: I I I TAGT rVE MODEL # it t _ WfDTH HEIGHT— 1 WIDTH HEIGHT -- - - , 3 i TURE PIG �i (TEMPI-RED) � _. ... ... NFIve 105 10 . . ......._.............................................. ....... _......... _.i....3—11 � b—O � _...5.. 11 ...... �;���.. 6 s e m _ B TRANSOM WTR31023 3-11 2'-5 3'-11 2'-5 1 G TRANSOM WTR21025 3'-O 2'-5 1 2'-11 2'-5 t t LL—LLLA D DOUBLE-HUNG TW243b3- �' -_ J 2'-5 k 3'-8 J" ILLM- R16HT ELEVATION 2 6 8 SCALE: 1/2" = I'-O" d ' U Q D .= W = N � W � Q - w }- Cr- NEW RIDGE Z O z CRIPPLE 2"x4" NALL � Y BU I LD I NO SECTION NOTES 12 pO — 4 aL0 rr O NEW ROOFING NOTE'. TYP. : Z HiQ t� Z I. INSTALL NEW ASPHALT SHINGLE ROOF 12 I � 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE: FACE OF STUD WALL AND AT VALLEYS 22 OVER ✓ Z w 3.INSTALL 15 # BUII.DIN6 FELT N.O.N.) OVER � Q 4.1/2" GDX PLYWOC D SHEATHING (BLOCK G ALL SEAMS)5. CAP PER PLN p 6.PROVIDE RIVOE VENTLE OVERI(AS REO'V) (A5 REO'D) 'I II 2 1. FLASH ALL VALL.EY5 NEW I x& ,4ZEK Z co S.INSTALL DRIP EDGE AS REOV FA ^^ 9. INSTALL ALL AS PER MANU. 5PECA. I—AG I ri) OR EOUAL O WH I TE BEAD Z >: 4 2 BOARD GE I L I NO Q Z � OTYPICAL ROOF $ CEILING CONSTRUCTION: / NEW ROOFING AS NOTED HEADER AEO X E ALL L0 ir ri • 1/2" GDX PLYWD 5HEATHIN5 (BLOCKING ® ALL I �I y�I I,�I11 LO PLYWD SEAMS) Y�4I i E)OY`iS DOORS OJ O • R.R., G.J., b G.T. A5 NOTED ON PLANS (0 SPANS OVER V INSTALL "X" BRIDGING ® CENTER OF PER PLAN V 5PAN,U.O.N) • MIN. OF R-49 SPRAY FOAM INSULATION TYPICAL EXTERIOR WALL GONSTRUGTION (TYP.): Lu O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) _ • UPON 1/2" GDX FLYWD. SHEATHING (BLOCKING ® 4 O T— ALL PLYWD SEAMS) 4 I U • 2"x6" STUDS 0 16" O.G. w/DBL. TOP PLATE = w ' • MIN. R-21 BATT INSULATION O F- 0 • 5/8" GYPSUM BD. WALL FINISH I = J ONEW 51DINO NOTE ('rYP.): `} I. INSTALL NEW FIBER GEMENT LAP SIDING � Q 2."TYVEK" HOUSE PyRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. SPEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL I I STONE PATIO r--n r4m r___1 r___1Pl�_ FP ONTOP 4" SUB. NEW 4" POURED FL. ONTOP 2x P.T. NEW 8 11 P. GONG REINFORCED SLAB SLEEPERS PROV. I I I-OUND�4TION WALL RID. INSUL. I BTW. SLEEPERS I I I I L NEW 8 GONG. FOOTING -301 -30I �I I, 5EGT10N I - I A-501 / z I LLI SCALE: 1/2" = 1'-0" o � i i i PROVIDE 3" (MIN) GONG. COVER PROJECT: OF ALL REBAR WITHIN P. GONG. PROVIDE STRAPPING $ NAILING FOUND. WALLS $ P. GONG. FTG'S. AS PER CONNECTION 'D' IN PAP A' "TYPICAL NAILING/STRAPPING 1 AI AIOAI NOU REOUIREMENTS FOR UPLIFT, " THK. LAMINATE PLANK SHEAR, 8 LATERAL RESISTANCE" D ON PAGE 0-003 ® EA. STUD. POOL HOUSE FLOORING PER H.O. SELECTION P ! P.T. P05T AS TYP. ROOFING (SEE 2"x4" SLEEPERS ® 16" O.G. NEW (2) 2"x6" P.T. 51LL PLATES PER PLAN UPON SILL SEAL UPON COPPER WRAP W/ IX SECTION NOTES) - -- - ---- --- _f z �TERMITE SHIELD AZEK TYP. ROOF CONSTRUCTION 3570 ROCKY POINT RD PROVIDE I.5" THK. RIGID NOTE: (SEE SECTION NOTES) INSULATION BETWEEN SLEEPERS) 51MPSON"ASE PER ALL P. GONG SHALL r�N 6"xb"H K. F WW.M. BETWEEN BOLTS®3a'OOGEDw/3'SQUARE POST POST SIZE E 4,000 P51 (MIN.) 'SI�FN' H 3A R� �Sp��Py EAST MARION, NY 11939 �R TIE CENTER 8 UPPER OF SLAB WASHEI-1/2 THK. PAVERS,V/ R a ENDNUT PER H.O. SELECTION DRAWING TITLE: SECURED IN PLACE DURING POUR PROVIDE ASPHALTIC WATER BEND REBAR - -- TO SLAB PROOFING - - - - - - -- -- II\� GRADE 4" P.GONG. 5LA5 H/ 6"x&"-IO/IO W.W.M. UPON —_-, -, BUILDING SECTIONS G COMPACTED FILL — ------- J - - - I 6 MIL POLY MO15TURE RETARDER II II (I) #4 REBAR I 8 �I CONT. ® TOP FASCIA BOARD G.J. AS PER PLAN 4" GRAVEL BASE �i X #5 REBAR ® 36" O.G. 2" THK. RIGID INSULATION, �I f EXTENDING 2'-0" MIN. FROM 11 _ COMPACTED II GRADE BEAM AS PER PLAN PERIMETER OF SLAB I� O Z FILL PAGE: #4 HOOKED VERT. REBAR 0 48" O.G. I1 8" THK. P. II�I II II GONG. WALL "51MPSON" PG64 O II II NEW "SIMPSON" LU526 II lll II II (FOR 3 PLY 2/4BM) GALVANIZED JOIST #4 HOR. CONT. REBAR ® TOP b II ttl - 0 III #5 BENT REBAR "SIMPSON" BG52-2/4 A-�A03 0 1 BOTTOM OF WALL (2 TOTAL) II _1 II II ® 36" O.G. (FOR 2 PLY BM) HANGER ■ P. GONG. FOUND. WALL II II II (1) #4 REBAR (MIN. 4,000 PSI) I II II CONT. ® BOTTOM P. GONc, CONT. FTG. }� jI 16" WIDE x 5" DEEP DATE: 06/22/21 9 OF 9 (MIN. 4,000 PSI) II P. GONG. FTG. (3) #5 HOR. CONT. REBAR (5) #5 HOR. �-1 ���L REBAR PROV. GLEAN oD COMPACT FILL AS REOV P.T. POST AS " PER PLAN WRAP N Ix AZEK f=OUNDATION WALL. DETAIL PORCH FOOT I NO DETAIL PORCH ROOF DETAIL. ,f) 4 A-301.00 SCALE: 3/4" = I'-O° SCALE: 3/4" A-301.00 SCALE: 3/4" = I'-O" A-301.00