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HomeMy WebLinkAbout50954-Z „ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 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 #: 50954 Date: 7/16/2024 Permission is hereby granted to: Aloisio Greg 88 GodfreyAve Bayyille., NY 11709 To. construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1850 Vanston Rd Cutcho ue SCTM #473889 Sec/Block/Lot# 111.-3-10 Pursuant to application dated 5/10/2024 and approved by the Building Inspector. To expire on 1/15/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $426.00 CO-ADDITION TO DWELLING $100.00 Total: $526.00 Building Inspector nFa TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ���I,1) :HNvww,sota�l�elcitoiiii , Gov Date Received APPLICATION I For Office Use Only ! PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete .;; m Ay I (.J 202 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. , 17 Date:May 1, 2024 OWNER(S)OF PROPERTY: Name: Greg & Dawn Aloisio SCTM#1000-111-3-10 Project Address:1850 Vanston Rd. CutChogue Phone#:516-732-4373 Email:gregaloi @optonIine.net Mailing Address: 00FREzJ VEAIU-E- ill L Z- — CONTACT PERSON: Name:Joan Chambers Mailing Address:PO BOX 49 Southold NY 11971 Phone#:631-294-4241 Email Joan chambersl 0@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Lou Schwartz Mailing Address: 7 Ridgewood St, Bay Shore, NY 11706 Phone#:(631) 410-6838 Email:joanchambersl0@gmail.com CONTRACTOR INFORMATION: Name:Hallock Builders Mailing Address:126 Point St, South Jamesport, NY 11970 Phone#:(631) 722-3261 Email:Info @ hallockbuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes WNO Will excess fill be removed from premises? ❑Yes igNo 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes RNo IF YES, PROVIDE A COPY. 19 Clieck 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):Joan Chambers BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Joan Chambers being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe Agent (Contractor,Agent, Corporate 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 therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, J,-AaAj ,��/S!j� residing at �s® V � do hereby authorize Joan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i %NJ/ Generated by REScheck- - b Software Duce Certificate Project Alioso Residenc Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDO) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1850 Vanston Rd Cutchogue, NY 11935 Compliance: 0.0%Better Than Code Maximum UA: 59 Your UA: 59 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SlIaalWai-on g aa& Vradeoffs Tarw,, no Ilonger r.owvsildum°md In the UA oir iueu,pcwo uMlince nWariruph ante p:mth in VIA.Srl4ue::II a ch sVaIb-a:)n g rade maaaswnlkall il[o the PEP rif!!F J d'umate zoin a must rine wg code wn ull�ag��tlmuwm i:k.rvaa u.ue sand dellpth o�m�qu.uor'E uI tna�w�mlts,wp��a;;u irirwuo-nuurruaauwn arnuur�i�°a,�g En-yel e Assemblies Ceiling: Flat Ceiling or Scissor Truss 192 30.0 1.5 0.033 0.026 6 5 Wall: Wood Frame, 16" o.c. 320 15.0 1.5 0.068 0,060 14 13 Door: Glass Door(over 50%glazing) 53 0.330 0.320 18 17 SHGC: 0.25 Window 1: Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Window 2: Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Window 3:Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Window 4: Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Window 5: Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Floor: All-Wood joist/Truss 192 30.0 1.5 0.031 0.047 6 9 Project Title: Alioso Residenc Report date: 07/09/24 Data filename: Pagel of 2 • Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory reqpiqements listed in the REScheck Inspection Checklist. Louis Schwartz 0 7/9/24 Name-Title g at Date C: 7700 Project Title: Alioso Residenc Report date: 07/09/24 Data filename: Page 2 of 2 sNILAv N ; �F 3 o p .�, > . 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PLANS 10. 8 . 2 3 i REV. 2 . 2 6 . 2 4 NE EXISTING FLOOR PLAN PROPOSED FLOOR PLAN °r r W y 77006 Ks SSIONP� JOAN CHAMBERS (631 )294-4214 4— �.r EXISTING - NO CHANGES PROPOSED 7-7 -----NEW FLUE FROM GAS FIREPLACE AS PER MANUFACTURER'S INSTRUCTIONS '--... -- ----- ASPHALT/FIBERGLASS SHINGLES TO MATCH EXISTING a NEW WOOD SIDING ON WOOD FRAMED CHIMNEY CHASE. -... ..............— .............................. -- ... ------------ . .............................................. -- - .................. _........_.. .......... TRIM @ NEW GABLE ROOF TO ALIGN WITH ................_.......... & MATCH EXISTING. .........._..._........._.................._....._.__......... __... _....................................._............ -- --- ,...-___-_...__.._- _............._..........._.__.._... _ -..............._........... ....... ............... ................................................. . . ...................................._................................................................................................_.._..._.._....................................... - - ----- EXTEND GUTTERS FROM EXISTING ROOF ..........................................................................................................................................................................._. . . ...................................................................._..._......................................................... .. .............. ..._.._..._............................................................................._..........................................._ ......_..._..........................._.._............_...... ......................... .. ----- ------ EXISTING HOUSE BEYOND I ......._.......-..._...._...................... EXISTING ..._..._.._....._..._.. ......................_...._ REMOVE Nvf WINDOW EXISTING __........... __.._....._ EXISTING --- - - WINDOWEXISTING - ---- - - - WINDOW -- E=XISTING HOUSE - NO CHANGES WINDOW 8'-0"x6'-10I' D. GLASS DOOR ............_.................._. RELOCATED RELOCATED _ ___ __..._ __ - RELOCATED _.__.---------__. __..... ._____._._ EXISTING WINDOWS RELOCATED INTO ADDIITON ---- - ------ ......................................... ................................ WOOD STOOP - AS NEEDED NORTH ELEVATION WEST ELEVATION W D (D O �r D • U ry z PROPOSED EXISTING - NO CHANGES O --- 0 o (2) 1-3/4"x11-7/8" LVL RIDGE ROOF SLOPE ON NEW ADDITION TO ALIGN W/ EXISTING .......... ASPHALT/FIBERGLASS SHINGLES TO MATCH EXISTING ROOFING FELT ------- - ----- ---- 1/2" CDX PLYWD SHEATHING }t i.: _. 2X8 @ 16" 0C ROOF RAFTERS t� NEW ROOF TO ALIGN WITH EXISTING ......,_.. (2) 2X8 RATER TIES @ 48" OC Y::" ? ;r», -.-.....-.--- - ......-.-.-:........._. .._....... -.- -. - --:::I U - R-30 INSULATION ........... "?;:• -..............._......_... ..... .._::::. .... ..::::.::__:......:.......:...:...:...... ...:_- ..: :............. O r ..... . . ..... ROOF TRIM AND SOFFIT TO MATCH EXISTING - - Lo O ........._...._......._............................................. .......... ........... co (2) 2X8 HEADER OVER RELOCA-ED WINDOWS - -- --_--_ I O .. . ..............__.. ..................._. RELOCATED WINDOW PLACED MIN. OF 18" ABOVE FIN. FLOOR -1� ch� --- EXISTING -- EXISTING EXISTING EXISTING __.._....._.._....._..... _._...__...._.._........ WINDOW ----._.._...._..___. WINDOW _._...._.._....I [WINDOW [WINDOW EXISTING HOUSE - NO CHANGES --'-- ------- RELOCATED ------ RELOCATED — .i Or ..........................{ i o� ...................................... �__.._.---- - 1 GREY HORIZONTAL VINYL SIDING TO MATCH EXIST. - - - - -- - -- -- ------- TYVEK OR EQUAL HOUSE WRAPLi *........... 1/2" CSX PLY'JVD SHEATHING ---- -- - 2X4@ 16 0(. STUD WALL .... ..................................................................................._............................._......._........................_......................._...................................... ...... ......... ............... .......I A�2 R-15 INSUL. •1 g 1/2" PAINTED GYP. BD. @ INTERIOR r .........................................................._......_.........................__..............._................... _......._........__.......................................................... ....... ..........._ _................................._._...____.... _..._.._,_............................---..........._..................-................ ELEVATION ._.._ FINISHED FLOOR TO ALIGN W/ EXISTING ;; ,';;-- -• ' ) {'5/8" SUBFLOOR TJI 230 9-1/2' JOISTS @ 16" OC R-30 INSULATION. 2X6 ACQ SILL ANCHORED TO SECTION 8"x48" CMU WALL (FILLED W/ CONCRETE) I I ON 16"x8" POURED CONC. FTG. SO V TH ELEVATION 4" SLAB @ CRAWLSPACE 1 O. 8 . 2 3 FTG. TO REST ON UNDISTURBED SOIL MIN. 36" BELOW REV. 2 . 2 V . 2 T FINISHED GRADE. PIN NEW FOUNDATION WALL TO EXISTING W/ #4 REBAR NE @ 12" OC WITH MIN. 4" EMBEDMENT. SECTION # 1 770o6 p'��FESSIONP� OAN CHAMBER (631 )294-4214 GENERAL NOTES TABLE R602.3(1) 1 1 I VM1,57N D`A'> LOA * AS 1R ASGE -1-05 INSTALL CROSS BRIDGING @ 8'O.C.MIN. 1. All work shall conform to the requirements of the 2020 BuildingCode of N.Y. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SIMPSON STRONG TIE CS STRAP State, County and Town Department Regilations, Utility Company requirements and AT EACH STUD AND RIM JOIST best trade practises. LOA:;, p C:Ci°!F0NtNT HlJRRY,AAE ANCHORS MANUPACTt1RM BY 2. Before commencing work the Contractor shall file all documents required by the NUMBER AND 5tMP5ON STRdNC�-TTE C.OTB�tGGTORS Building Department, pay all fees required by local agencies and obtain all required DESCRIPTION OF BUILDING ELEMENTS TYPE OF FASTENERS SPACING OF FASTENERS I i NiOD£L No.LL,I..55tlZ O OR API permits. [r t L I 3+k EGItNVALENT AT EVERY RAFTER TO RII?6E CONNECTION"417IN�LSO NOT AL�3N 3. The Contractor shall visit the site anj verify all dimensions and the existing USE 5/8"BEARING PLATES AT 51*1,PS4J E3C�AR✓ I/2- " "''` """'' conditions affecting the work prior to construction. Any discrepancies which would JOISTS TO SILL OR GRIDER,TOE NAIL 3-8d - t EACH 5/8"CIA.x 12"ANCHOR BOLT interfere with the satisfactory completetion of the work described herein shall be . y BOLT SPACED 6'-0"O.C. MJRtR1CAN1=ANCHORS MAWFAGTURLD 9Y � �" -f�" t 0.0 !! 12"FROM EACH END SIMPSON STRUNf3 r1E GONt6GTda a reported to the architect or property owner. Do not start work until such conditions - - - — -- llel�IMPSO No.LSTA24 OR ApIS CCI ���� have been examined and a course of ac ion mutually agreed upon. Failure to notify 1"x 6"SUBFLOOR OR LESS TO EACH 2-8d � ,.r..R r f �,; 777 - - -- EMWALI_N'r AT EVERY RAFTER TO RIB the owner or architect of unsatisfactory conditions will be construed as an acceptance JOIST,FACE NAIL 2 STAPLES,1 3/4" SL15 EN✓= S7C -_ CHANNEL 5�TE� 2 C� GOWWTiON Y RAFTER'S AUON of the conditions to properly perform the required work. CC V E R I N G S R O O f' AND N A L 4. All work is to conform to the drawings and specifications of the architect and WALL STRAPPING & SILL PLATE ANCHORS FLOOR JOIST BRIDGING Rt>x engineer consultants. 2"SUBFLOOR TO JOIST OR GRIDER,BLIND AND FACE NAIL 2-16d Jx,SMrIALT SH'Nr_-.,:rtJ 20 ; 5. The Contractor is to maintain a complete and up to date set of plans on the 16d G'""�°E'I.I`"' SH!:ATH'NOr t/2-1r. ¢ I � - ob site at all times 16"O.C. �-�i I 1 SOLE PLATE TO JOIST R BLOCKING, 0 OC G FACE NAIL 6. The drawings are not to be scaled under an circumstances. 01 v Yj c..k I�I`�i�i✓� {Pcf Ili'y►1j I.� .. 7. It shall be the Contractor's res onsibiit to ascertain all prevailing procedures 2-16d p y p g p TOP OR SOLE PLATE TO STUD FACE NAIL I ') including storage and toilet facilities,proteclon of existing work to remarn,access to work area hours of permitted work,availability of water and electric power and all - p y p 3 8d,2 16d STUD TO SOLE PLATE,TOE NAIL , �, � I other conditions and restrictions for this particular location in order to execute the �S'1N6LE-PL`r TJI'°t.^..._"T PiATER"'R TI OON& f✓C*-'BRANS work in a careful and order) manner with the least ossible disturbance to the ublic. - Y p p 24"TOP PLATE ) 10d O C 8. The Contractor shall make the necce;ar arrangements to utilities and services DOUBLE STUDS,FACE NAIL t}yit i �t� �y�w ar a ' a,M•t: Y g likTUR•")NC2I1s, �: !✓tfTf"�' �.�67at A6ii.� TYPICAL LCCC5 CONNECTOR :�tA ER ( •'1NG 1✓E'�`EiRAN) -- I temporarily disconnected while performing the work as required. i CONNECTING A 3PLY LVL AND A 3-1/2" DIAMETER STEEL COLUMN s 9. The Contractor shall provide all dimeaions and cut-outs for other trades. SOLE PLATE TO JOISTS OR BLOCKING 3-16d 16"O.C. HEADER a 10. The Contractor shall provide proper shoring and bracing for all remaining structure AT BRACED WALL PANELS f- LOOR5 AND I' LOOR r" IN15H £ 5 Q)[7 SIMPSON STRONG TIE HR8 prior to removal of existing structure. OR SIMILAR TYP. �"y/ ��", �9 Q!�]] �"�y �}"� [ 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed CERA`✓IG OR GUARR"r TILE {5/4-1n) #- -SIMPSON STONG TIE A23OR ' e I PIKE 5T FF I 1 S& It.✓ I I L persons who shall arrange for and obtain all required inspections.The General DOUBLE TOP PLATES MINIMUM 48"OFFSET OF r 1162.0 vi, s SIMILAR @ CORNERS TYP. e Contractor shall be responsible for scheduling all other inspections as required. END JOISTS FACE NAIL IN LAPPED AREA 8-16d 12. The Contractor is solely responsible 'or construction safety and shall hold the F^ owner and architect harmless from litigation arising out of the Contractor's failure toR `X'Cti�iC�IN�! '� ». _40 b.( ., w provide construction safety means and methods. �LIp O] r-U'-!I AVI TILE 1/4-in r 1.0 BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d TOP PLATE,TOE NAIL 9JErLOMIN0 5/4-iri. 0.0 CONSTRUCTI N -SIM NOTES STONG TIE A23 OR O OT E S SIMILAR @ CORNERS TYP. 8d 8"O.C. I'Lt O"I 1"'10� JOIST t"IO p1c.5stc- I!Z"i°1• I lfl, 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. RIM JOIST TO TOP PLATE,TOE NAIL y NAILING/FASTENER SCHEDULE 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. ,�C715T SIZES) 1'°h-1 C .G. C�,.'.,.. 3. Silt plates shall be preserved, treated vood and be installed above a 16 oz. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, 2-10d copper termite shelld. FACE NAIL 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance 2?i5 b b with the New York State Building Code and manufacturers specifications. �! N__;,�\ 16d 16"O.C.ALONG EACH SIDE 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER xl ij ll \ upon by an engineer and certificates shall be issued stating same. STRAPPING — WINDOW AND DOOR FRAMES GIRDER CONNECTION TO PIPE COLUMN 6. Unless otherwise noted all framing and structural wood components shall be CONTINUED HEADER,TWO PIECES 16d t6"O.C.ALONG EACH SIDE 2x1� #2 or better Douglas Fir. M PAR R T I T IONS 7. All framing techniques and methods shall be as prescriptive design based on ��� So ^I'ltir',+ `` •"" OC P:,r:F:i t ii I AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) CEILING JOISTS TO PLATE,TOE NAIL 3-8d � Cy t y g D OR 5TrML S'"I :' , I/ -1�1. COY. . E'O 4 51:;r:S or as specified in R301.2.1.1 8. All building envelope components shal comply with Chapter 6 of the Energy CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL 4-8d 'I•' R A II PS A L L 'S Conservation Code of the State of Nev York. — 9. Fireblocking shall be provided in all wood framed construction in accordance CEILING JOISTS TO PARRALLEL RAFTERS,FACE NAIL 3-10d EXTERICR STLi i"aAL:.S -r-,a'JiOF '., s;n`. rF.ru oOns with NYS Code R 602.8 to form an effective fire barrier between stories and � EACH Eric Cr cCn n I a€- Es RAFTER TO PLATE,TOE NAIL?�P. between the top story and root space. 2-16d Tx.4 is 10. Protective panels shall be provided or lazed openings in accordance with 1 11� -__^ ri _. .. `L -o,.1.1,•_ ,� ,., ', -oc,_ gIN�'lJLATE�, 3/Ps�'In. 5 DIhG (;&,Ire 'rflC =, { Ha-TE -_._._ NYS code R301.2.1.2 if they are required. S 1 1. All portions of the new structure are designed to comply with local geographic 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2 STAPLES 1 3/4" . X6 a and climatic criteria as stated in the folloving table. INSULATED � � 51DiN(S U PROVIE')UIVDE `'` u.II !'1'�' FO GEOGRAPHIC & CLIMATE DESIGN CRITERIA z_gd EXTI�R= + �,� y,(A, = S W'1"H VLty wR E':rUl'•/P.I Fro ?u III R'.4 f90-",Fr t «. ? t'"C' o o!ir•!r: r1 i n. r;P. -- _,- 1 x 6 SHEATHING TO EACH BEARING,FACE NAIL 3 STAPLES 1 3/4" SILL SEALER,TERMITE SHIELD --_..I: GROUND SNOW LOAD 45 ps t " " . JN1:10 OT YASC?N;c'.Y INCLU.:, : `=x•"C)RTAR E3UT NOT F ASTVZZ. f"GR 1/2"#4 HORIZONTAL REBAR AS NEEDED 1 WIND SPEED 130 MPH PLASTE;Z AD:) 5 ib/Fr2 r'C,1R EACH r- E: PLA5T om,� , VALUES 5/8" ANCHOR BOLTS @ 6'O.C.TYP. L— SEISMIC DESIGN CATATGORY B GIV`EN �':PRES"N"" AVERAC� I',1 CASES TH IR 2-8d '� SCOR �+ ,. I EIS A P01.1'^..F .1 I'[0 TIE He i L WEATHERING SEVERE WIDER THAN 1"x 6"SHEATHING TO EACH 4 STAPLES 1 3/4" GC NS".7 A°3_T� RA: E { (' it `.Cr4�T r-C"✓R T¢YL` 5At✓:: C:C*EST JGTICN, E:1u'"✓a 4i.r ro nE v.l��!-L sruD'�� FROST LINE DEPTH 36" BEARING,FACE NAIL 1/2"CDX PLYWOOD BE- 10S1 i '"' TERMITE THREAT MODERATE TO HEAVY 2"XPS RIGID PANEL INSULATION R-13 E ' '! DECAY SLIGHT TO MODERATE ' >" ° FASTENED BY He or< �0��? EC.G t�, NEl�el ''r`C7R1C 'STA'T' N WINTER DESIGN TEMPERATURE 1 1 BUILT-UP CORNER STUDS 10D 24"O.C. ! 8"POURED CONCRETE WALL 3/8"X 3"SCREWS WITH E'_u','.a;Erlr 10 i'F wV=.1.! S1'UD Rom' r: F I;cMANENT GERTiF GATE - SHAL L BE GGMFLETEQ BY TIDE 1:; 1 A,IE c< B4i1D J0161 r) 18" FLOOD HAZARD AS NOTED W UJ WASHER @ 16"O.C. = t' NAIL EACH LAYER AS FOLLOWS: F�JIL 7E�: CR REC;�1STEREL7 OC-5 �N PR0FE551 ONAL AND POSTAM IN BUILT-UP GIRDERS AND BEAMS, 32"AN O.C.AT TOP AND BOTTOM AND 2 INCH LUMBER LAYERS STAGGERD TWO NAILS AT ENDS THE:{E 1J-i 1 L - + y f�! ROTHER Ap APPROVED LOCATION IN ; E THE E ,.rwD -,c_),:P r-i;Ir;c, ELECTRIC SYMBOLS SYMBOLS AND AT EACH SPLICE IB.lIlI71N . ' KEYWAY TYP. - n _ "c FIEI..D AT EACH BEARING .....__.._......_._.._.._..._._._.. . --- 2"PLANKS 2-16d R402.2 A: ATTIC OR CRANL. SPACE �.:CE-55 - SHALL BE 4"POURED CONCRETE SLAB `T 'I' R RECESSED CEIL. FIX. EXIST. WALL WIDE Al AIF META, 1.. JF,.:rl �, t•I>., u„ ?s !- -?n ::nut.^..ATi�,I� 0 (D ROOF RAFTER TO RIDGE,VALLEY OR HIP 1,%LATH1_R"STR.?PPEG AND I:'�a:S;�j,,ATED TO ,A LEVEL L E:: UI (ALENT TO C.O`;IvE�,�,L,,Iv 4Vht — s:;t r 1` :r =rG-I FI,. TOE NAIL 4-16d O F atr w^•oHEF,, 1° D DOOR OPER. SWITCH I DEMO. WALL t" s +^ ro ?IE ;It! i`!-Ail. to � t_- ...--- ...� 3-16d '�E IN�LA'�I£�N �u 'TI'""I... J,�RRd�.��t�;�'`�+.;2 �R,��,.sE�, ��16/"J. 8"POURED CONCRI=TE FTG M�GC.I,:, f. ✓P ;a -- FACE NAILW /2"#4 HORIZONTAL REBAR REC. FAN & LIGHT NEW WALL 1,_4„ J2:L:. ?" tl:,i'•:i t;;;F<I :t, R402.4: AIR LEAKAGE - BUILD NO THERMAL. ENVELOPE SHALL BE Ot 'lIPP3; '•,' ii,, IS TO BE i,'��'�N FOUNDATION DETAIL STORM PANEL TYPICAL L[fP. SWITCH ADD INSUL. @ WALL RAFTERS TIES TO RAFTERS,FACE NAIL 3-Sd GON5TRXTED TO LIMIT AIR LEAIC,A!' r_ TO C i AIR C'.HANOE"S PER (� WALL SCONCE lO WINDOW TYPE H .iR. _..........----- ------........._.__....................... � WOOD STRUCTURAL PANELS,SUBFLOOR ROOF AND WALL SHEATHING TO FRAMING, GROUND FAULT OUTLET DOOR NUMBER AND PARTICLEBOARD WALL SHEATHING TO FRAMING INSTALLATION - THE GO'MPONENT5 OF TiI BU'.LtDINO SWITCH OPER. DUPLEX �— SECTION MARK 6d COMMON NAIL THERt- AL ENVELOPE SHALL BE INSTALLED IN AGGORDANCE KITH — UNDER CAB. FIXTURE � ELEVATION MARK 5/16"-1/2„ (SUBFLOOR,WALL) 8 12 THE CRITERIA LISTED IN TABLE '�''' ,,IG:O A.i.l. NI 'REOUIR.ED 6'`` R,3©1.2.2. PROTECTION dF OPENINS5- EXTER?OR OLAZI S IN F-UiLDINISS LOCATED IN � 8D COMMON NAIL(ROOF) CiOIDE OFFICA.L, AN APPRO\,I THIRL) PARTY SHALL INSPECT ALL / NINMORNE VMR15 RE61 IS SHALL BE i°ROTECTED FROM I^IlNP1304RNE P-=SR1 . APPLIANCE OUTLET MW-01 MILL WORK NUMBER 60 41PONCNTS, AN:i VCR;F"1+ ,Lsr`,,fir II�FL,+ANCC. GLAZED OFF INv R'ROTBIC.TION FOR WINDUORNIE DEERI5 5HALL MEET T64L 19/32"-1" 8d COMMON NAIL 8 12 REOUiREl'i OF THE LARD Mi55IL5 TE5T OF ASTM E lggb AND ASTM E Ibbb .AS, � QUAD OUTLET A-01 APPLIANCE NUMBER movi °IEL'�' IN S�GTIC7,4 T3012.1.2t-6ARA6E f7C7©Ir2 6l.A�EU t7R'ETIINF R�3TlrOTIDt4 R'©�' � 10dCOMMONNAILSOR RZ-02,4.i,2: TESTIN0 - BJ''LDINO OR 1X`ZLLINO UNIT SHALL BE H7Z HURRICANE TIE-DOWN NINP�DEDR15 SHALL MEET TFF R-FOUIREMENTS OF A14 IMPAOT-R.ESISTINCS S SMOKE DETECTOR P� PLUMBING FIXTURE 11/8"-11/4" 8 12 +TE -j :D AND VERjf-FEE'? �'q,�S^ HA,.S INCi < 3 'Al,,t.t5 IN CZZA 5, A A 8d DEFORMED NAIL , STANC7At OR AN51lt?ASMA 115, (SEE TABU ir3ELOYLI Ll J C CO2 DETECTOR .� INTERIOR ELEVATION TE5TINO SHALL BE GOND-ICTE-0 BY AN APPROVED THIR�.°i PARTY- � EXCEPT C?N` SPACING OF FASTENERS Q WOOD�iS•.�T'Rl1GT11R.AL PANELS KITH A T1410KI CST- NOT LC T14AN �{6 114CH AND A CEIL. FIX. DESCRIPTION OF DESCRIPTION OF R�C72 ��: GC7'✓B'J5""tON CLOSETS - RG'Ot� GC�NTAININO ca 'A,N NOTMOf THAN go FEAT SHALL BE i"Ef2MiTTED f`C3Re tN4Nc5 PRC2TEGTit?14. BUILDING MATERIALS FASTENER TO T#-� r EDGES INTERMEDIATE SUPPOR L TS I i ..rEL- JRN`N APPLIA,N ES REOUIRC SPECIAL GA,RE.PTa PANEL5 r...�ALL BE �C.11T AND 1�TTAGI�3' THE TRAh�tIASGG'Slli2'�lJNP1N� ... OFF-NINO CONTAININO THE PRODUCT NIT'H THE OLAZI=Q C OENING. PANEL5 SHALL DE ABBREVIATIONS EXGEPT:ON: VENT APPLIANCES kq'TH BOTH IN—AKE AN PR.'EDRILLED A5 R!:QUlriED FOR THE ANC.Ht'. QAOE MET1400 AND SHALL BE SECURED 1/2"REGULAR CEFFULOSIC 1-1/2"GALVANIZED ROOFING NAIL 8d r ADJ ADJACENT MIN. MINIMUM EXHAUST FII`tE5 INSTALLED GONTIN,l3US TO THE C3UT5I11E WiT+i 1'ME A,TT"AC�'IML14T F+ARI�Y4,A '� '`/IDE"17' ATTACHME"NT'S SHALL BE C7E51C14�C7 T® MR MOISTURE RESISTANT FIREBOARD SHEATHING COMMON NAIL STAPLE 16ga 3 g (7)10d x 1 1/2"NAILS TO PLATE fI THE! GOh Pii AND C%LAPPIN&LOAD* PL-"' fZMINED IN AC,C:OR2PANC%1' HITH ALUM. ALUMINIUM MW MILLWORK 1-1/2"LONG (7)10d x 1 1/2"NAILS TO STUDS 0114M TABLE R.WI2I OR A50r_ -1, P41714 T44r PMMASMT CORROSION-RES kNIT APPD. APPROVED NIC NOT IN CONTRACT R4 :' BRD. BOARD .. : L>IT SEAL NCB "^ t7. T5, AIR HANDLERS, ANC I"ILTER ATTACHMENT" HARDlogARE rROVII:ED AND ANGHOR5 P"'CR�zHANEhiTLY INSTALLED ON THE BRK. BRICK OC ON CENTER 1-1/2"GALVANIZED ROOFING NAIL 8d t" I E RAFTER TO PLATE & WALL FRAMING FLOOR TO FLOOR CONNECTIONS Wli P;NO. ATTACHMENT IN AC.GCYRDANCE HITH TABLE R.,O1.2.I2 15 f' RMITTEP FOR CIS OUT SWING ,/2"STRucruRALCEFFUiosic BOXES SHALL LG SEA-ED. O ' € BOT. BOTTOM COMMON NAIL STAPLE 16ga 3 6 &11LD,NO5 AITH A MEAN IIII HLII OF 45 PEE'T OR L�Y�INER+'.E THE ULTIMATE OPG. OPENING FIREBOARD SHEATHING 1-1/2"LONG M-SION KIND 5R EED, 15 IbO MPH OR LESS, CCIL LG CENTERILING LINE PL. PLATE R4'03.5 5r I7�JST TES71N5 - PJC"T SHALL BE PRE551JRE TESTEt7 TO PLUMB. PLUMBING �- TABLr' R.✓ 1.2.1.2-, NINDBORi4:E DEDRIS PROTECTION fASTENINIC COL. COLUMN PLYWD. PLYWOOD 25/32"STRUCTURAL CEFULOSIC 1-1/2"GALVANIZED ROOFING NAIL BidVETER�.NE AIR LL."AIKAOE. PT. PRESSURE TREATED CONIC CONCRETE OMMON NAIL STAPLE 16ga 3 6 EXGEPT:ON I)JGT LEAKAGE TEST IS NOT REOJI RED INHEREC SCHEDULE FOR '!^SOD STRUCTURAL PANELS CONT CONTINUOUS FIREBOARD SHEATHING 1-3/4"LONG � t � € ,' •r r CT. CERAMIC TILE PNT. PAINTED THE IJI,,.TS AND AIR hIANtLERS ARE LC9�,ATEI EN t IRELY IhITHIN O f ASTI ?JIR 5F'AGII PVC POLY VINYL CHLORIDE r^ �■ DEMO. DEMOLISH 1-1/2"GALVANIZED ROOFING NAIL 8d TT"IE B •�'N.7' THERMAL ENVELOPE. RCP REFLECTED CEIL. PLAN 4 8 ' FA�JTErtER �+� .¢ FOOT 6 PppT DIA. DIAMETER REQ. REQUIRED 1/2"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga @ PSONRAFTER GAL.ROOF STRAP PANEL SPAN f IAN'rL r�PA�y Kra,PANEL c��sAN DR. DOOR RM. ROOM PE W OR S R4O3.5_S: BJ'LDI NG GAV TICS - SHALL NOT BE U rA5 DUCTS OR @ RAFTER TO RIDGE DWG. DRAWING PI..i NV+ 45 �� FOOT �� I^tD� �� P�C�T EA. EACH R.O. ROUGH OPENING NO. a I"10Dp ��'REH EA. ELECTRICAL SIM. SIMILAR 1-1/2"GALVANIZED ROOFING NAIL 8d BA5EP ANCHOR KITH 2 ELEV. ELEVATION SPEC. SPECIFIED 5/8"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga 4 8 0 � � ICE SHIELD UNDERLAYMENT 16 10 STL STEEL R4+05.4. MECrHAN GAL S't"5T£N' P{PINO INSULATION - CARRY NO INCH Et-3EPXENT LENGTH EQ. EQUAL T & G TONGUE AND GROOVE PE W OR S 7 � EXIST. EXISTING FLUIDS >I05°17 OR <55'°F, IN5JLATE TO R-5 MTV. TEL. TELEPHONE IJp. (C! YJOC�D SCREW EXT. EXTERIOR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENTTO FRAMING 5A5E:D MCHOR WITH 2 1b 1,; CT F.P. FIREPLACE TO. TO BE DESIGNED R4O.�, b: ME6HANIGAL VENT'.LATION - THE: 5UILDINO SHALL BE O , INCH I»MH�:,DMENT LE�IGT�I FR. FRENCH TO. TOP OF O SIMPSONH2AHURRICANETIETYP. TYP. TYPICAL 6dDEFORMEDNAILOR PROVIDED KITH VENTILATION THAT MEETS T-IE REOV'R.EMENTS OF i ^ GALV. GALVANIZED 3/4"AND LESS 6 V J O AT EACH RAFTER-TO-PLATE CONNECTION UNO UNLESS NOTED OTHERWISE 8d COMMON NAIL 12 r t I GWB GYPSUM WALL BOARD I IR1%P"dIG'• USE 5-8D NAILS AT RAFTER Y4 I�H LAG SGRC-V+I VIE VERIFY IN VENTING &HVAC HEATING,i.l� , C)' AND 5-8D NAILS AT TOP PLATE BASEDBASEDR WITH 216 I�r 16 W/ WITH THE MECHANICAL VENTILATION RATE SHALL BE NO CBREATER INCH E—T—DMMENT LENGTH AIR CONDITIONING WD. WOOD INSUL INSULATION 7/8"_ 11 8d COMMON NAIL THAN NT. INTERIOR WP WATER PROOF 8d DEFORMED NAIL 6 12 C 011 X CPA - `T 5 X 4# OFr IS IN SWING XPS EXTRUDED POLYSTYRENE 'i a GONDITIONI D FLOOR AREA Q. TH15 TABLE 15 5A5ED ON 160 hgFH ULTIt�"ATE LBS POUNDS PROVIDE 8d COMMON NAILS V3-510N WiND S L-W AND A+ ✓?, r-OO T MOAN ROC7f" MAX. MAXIMUM 10d COMMON NAIL I @ 4"O.C.AT EXTERIOR EDGE OF ALL i"€EIEHT. MO. MASONRY OPENING 11/8"- 1114" gdDEFORMEDNAIL 6 12 R'4`(�51, EOUIPMENT SIZING - PrR, AC A MANUEL 'C,.7, BASED ON SHEATHING b. I-'A5TLI`Il=RS 5+4 LL BE INSTALLED AT OPP051Nv LOADS try .+ A� r �}� t tND3 CIF THt WOC?D ST'RUGTUR.AL PANEL. TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) LO/"'ti8I S 4+�"LCULAf i..D PER A,','C 't i',AN Wi.L J• f A5TC`I SHALL St LOCATMi NOT LE55 THAN LIVE R 4.I: LIC-ITINO - A `i'INIMJM CAP '75 OF PERMANENTLY INCH rROM THE MOE, d1- "i'HE PANEL. USE LOAD TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE INSTALLED FI TUIRE'S MU5T HAVE HIGH-EFFIGANCY LAY 5. � G. ANCHOR5 51-IALL PENETRATE THROIIJCaH THE Attics with limited storage9 h 20 EXTERIOR KALL COVERING WITH AN EMBEDMENT Attics without stora eb 10 L` PS-VO T AOC LtOHTIT'•O EXO-A T LENGTH OF NOT LESS THAN 2 INCHES INTO TIME Decks° 40 STHD METAL STRAP TYP, BUILDING FRAME. FASTENERS SHALL BE LOCATED Exterior balconies 60 MINIMUM SPECIFIED COMPRESSIVE STRENGTH 5@ EACH JACK P8d NAILS AT EAOCH ST ENI J END WITH JOIST 1C7T LE55 TI IAN 2 I HGNES MOM THE7GE QT THE Ftre escapes 40 _ NOTES CCNC-RETE $LOCK OR CONCRETE, Guardrails and handrailsd 200i TYPE OR LOCATION OF CONCRETE CONSTRUCTIONWeathering Potential b TABLE R3U1,7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS' HEADER e1. PANELS ATTA.CHEa TO MASONRY OR Guardrails in-fill componentsf 50' MA5ONRY/5T0GC:0 SHALL F1` ATTA:GHM U51146 Passenger vehicle garages8 501, Negligible Moderate Severe ALLOWABLE 1/IBRATION--'RL-:aISTANT ANGHOR5 HAVING AN Rooms other than sleeping 40 ULTIMATE WITHDRAWAL. ,A ITHDRAW . GPAGiI.T"Y, OF NOT LESS rooms BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE /� THAN 1,500 POUNDS• Sleeping rooms 30 NOT EXPOSED TO THE WEATHER 2,500 2,500 2,5OOb STRUCTURAL MEMBER DEFLECTION! � . Q V 2 T Stalrs 401� Rafters having slopes greater than BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 3/12 With no finished ceiling U180 EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500` attached to rafters SIMPSON 1-1/4"WIDE 20 GA. BASEMENT WALLS,FOUNDATION WALLS AND OTHER VERTICAL Interior Wails land partitions H/1 8g METAL STRAP @ EACH STUD 2,500 2,500' 2,500d k�t W/5-8d NAILS AT EACH END CONCRETE WORK EXPOSED TO THE WEATHER Floors Card plastered cel li np U360 NAIL 8dNAILSHEATHING @4"0OSILLPLATE All other structural n1+�r�' ber5 !rj 240 x S NAILS @ 4"O C. PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHE d of FLOOR JOIST 2x6812"ANCLL OR OTTS@6--REATED 2,500 2,500"" 2,500" Exterior Walls With plaster or H/360 5/8"x 12"ANCHOR BOLTS @6'-0"O.C. AND GARAGE FLOOR SLABS W/FENDER WASHER stucco finish �j �'y r��r y � ff L�'y) E FOR SI I POUND PER SQUARE INCH=6585 kPa Exttr"1iTCnriior�'yY walls—%gInd loads"" T,%dth '^ 24 t� a Stnength ee Tabet 28 days 3012(psi T--t i(,`IY' fit 1ir�1a h See Table weathening subject to Q 'r c Concrete In these bcanons that is sublet!to freezing and thawing during construcM1on shall be au-entrained concrete In accordance with Footnote d v r� d Concrete shall be ai-ntrained Total air content(percent by volume of concrete)shall be not less than 5 percent or more than 7 percent e See Section R4022 for maximum cementitious materials wntent �y walls—wind t�,/"� ►) /"� `� t�' �/ a For garage floor swth a steel-Iroweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if the specified strength of the wncrete is increased to not less Man 4000 psi Exterior Y Y Ca l i s— Y i�1 d l o I.3�>.7 8 with i th U 1,2,0 TYPICAL SHEAR CONNECTION CRITICAL PATH � ��i:l flexible finishes y � - 7700s pR�FESSIONP� JOAN CHAMBERS it'_%0_14Xnne Ane4