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HomeMy WebLinkAbout50927-Z rrc 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#: 50927 Date: 7/11/2024 Permission is hereby granted to., Bier Brian 236 Corona Ave Pelham NY 10803 To, Construct interior alterations to existing single family dwelling as applied for. At premises located at: 260 Reeve Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-3-15.1 Pursuant to application dated 5/16/2024 and approved by the Building Inspector. To expire on 1/10/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $740.00 CO-ALTERATION TO DWELLING $100.00 Total: $840.00 Building Inspector 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 htt ,//W w°southoldtown Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO, —64941d Building Inspectors 2,924 r 'S9/%i/i rr% ��/i:/%"�///i �/r/i,J f�/p�%�/i,�,i// J��FI�/�%� /U��%�%%ri rr/ //rc;�,,, ; ./,„ r%/�, ;,� ma. w✓' nu w sal: �. .... Date: err// rrrr, , rrr rr/l/, rG� r r a Name: Srta,, qnd A-i5/-,A i va SCTM # 1000- C) Project Address: a6C) bLqz,/r, In" Phone#: r«i^ - 7� !Sq-S3e A,t`s ,,�J Email Mailing Address: colTacY N: Af Name: Mailing Address: ie- Phone#: 6, l— 7-34, Email: ©ESIGN PROFES510NAL INFOFfMAT(QN Name: Mailing Address: Phone#: Email: CIyICTQ mI0I A►TIN:. Name: -; Ctr-Aei Clfi4wok Mailing Address: Phone#: 01/- Xi)()— �32s Email: DESCRIPTION,,OFPROPOSED CONSTRUCTION, ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: I fOther 6n. !6 rn (�- $ Will the lot be re-graded? ❑Yes-No Will excess fill be removed from premises? ❑Yes LINO 1 //� r/r r,,, /�%err;: fOPEFTi�1NFOIIVfA4 rr�/ rr �, r,,,,i,ice „ „%/d%✓/, ,;<,/ „�,,;,,,�,,, ,,,,,rl,,;, ,,,,,, ,/?r,,,MI',,,,,/r�,/'cH4 Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes El No IF YES, PROVIDE A COPY. �jr ;;. r,,,/,o„/ �i, ,,,✓ !y/%r ,,,,; ?, ,,,,,,,,,, /c�„ ',.r r/!;;Hill/r rrrr/r/� ri /I//, ,1/i /, �r r r/ r % �, � tr or e r, r � ,., .r. ,,�,o„ r / f i {`6,1111 s( r r r r ra. � � � � , e r �,, r➢��e d a� ufai�� ��f�fr t ,, ct o►r e� �� �/ r rr r l " r /, P w pPKcable9aw ors( ncds�; iri1 de ecE'�r f r / //,,,,✓i //,/r n„ //rrU!ryr/,e%//rrr/% /i;/ ra// ;,/r;,,,,/,,, ,r/ m ///c/ii„/r, ,r,,,, „✓,///�r/// / r /,;, U,,,,,, Fa / Application Submitted By(print name): ��, � ,'�s ❑Authorized Agent ❑Owner Signature of Applicant: Date: I L4 STATE OF NEW YORK) COUNTY OF irl G�Y7 l� being duly sworn, deposes and says that (the is the applicant (Name of individual signing contract) above named, (S)he is the (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 Public DdxakOdowsli WTMY Ma'Public,Sm of Newyork * Pueuc No,4111 PROPERTY OWNER AUTHORAZAT16 ,.., �wQuaiNwinsaswc4unly (Where the applicant is not the owner) """kw'"`" QMWN`� lw 0/1 I, l residing at do hereby authorize c to apply on my behalf to the Town of Southold Building Department for approval as described herein, �6 In lw-A I................ Owners Signature Date Print Owner's Name 2 �+ fFo BUILDING DEPARTMENT- Electrical Inspector "p TOWN OF SOUTHOLD � Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ww Telephone (631) 765-1802 - FAX (631) 765-9502 smash southoldtownn ov send southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Ina, Company Name: 04 i 1- '��r'< < Gh r Z,Z Electrician's Name: '. License No.: Elec. email: O�7 POIln•f Elec. Phone No: 31 ❑I request an email copy of Certificate of Compliance Elec. Address.: 107 : JOB SITE INFORMATION (All Information Required) Name: g r)4" 4.4(- A511,1 CS )"r Address: abi) Peeile Kda,il, Radl ' Cross Street: Phone No.: f ` Bldg.Permit#: email: a , Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION ,OF WORK, INCLU E SQUARE FOOTAGE �Please Print Clearly): Square Foota e: Circle All That Apply: Is job ready for inspection?: El YES NO F] Rough In Final Do you need a Temp Certificate?: LJYES LiNO Issued On Temp Information: (All information required) Service Size1 Ph F13 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[-]Flood Reconnect❑Service Reconnect❑Underground❑Overhead Underground Laterals 1 R2 F H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION =BMW% SURVEY OF PROPERTY LOT 1 MAP i - I I QI A SEA_Al RE ESTATES 1" 720:1* 70 C),) SITUATE 00 MATT TUCK Z -1-(--)WN OF SUk I THOLD Ln 0 %t z SUI-FOL-K COUN-IFY-NY > <_1_AXMAPrJC,_ 001) 100-03-01'­00i Lo L-OTARE,', 40.274 63 S F (0-925 AC RI DATESURVEYED:DEC,27,2018 X, L'i REVISED:JAM 212019 rl FlPAALSURVEY:,JAPJ_6,2020 z Lli < U z < a > ro Ld ---------- z S7 2 09 20:'W Z_. 2-70 2 WIDE DRNIN'AGE TOWN OF SOU THOLMILL O E 1% t AJC LAND SURVEYING PLLC LAND SURVEYING & PLANNING 1: 777 S.COLEMAN ROAD,CENTEREACH,NY 11720 SCA1,E I INCH 40 1.1T PHONE:63 1.846.9973 EMAIL:AJc246P()PTONLJ NE.NET ANGELO jOSFPH CECERE PROFESSIONAL LAND SURVEYOR 1 1 I Suffolk u a f. of Labor, Licensing ,& Consumer Affairs HOME IMPROVEMENT LICENSE Na, e F SIARHEI PALIANOK Ousiness Name f a pis certifies that the -.tearer is duty licensed P V Construction Inc .,y the County of cuff„0 Ik r: HI-64153 Rosalie Drago 11125/22 Comm ssione' r SURVEY OF PROPERTY 1 r,1AP01 s EA AIRE ESTATES OVA(:A T A L i LLJ SI-F-UATE Z) I M/',.-l-�11-1 J CK z -M A! `,'N OF SIOIJTI-10� u f U) St 01-K.COUN 1-Y N Y > 'AY NIAP r40:1000-100 C't-015001 L'=;f ARE/,:40-27463SF f0925 ACRE) DAT'.-'-LjRVEYED:DEC,27 2018 X W n i RE VIS �lED:JA 21,2019 FIP4A[-SURVEY:JArJ 05,202(, %A- Ld > Ln > LIU m eA A z S72'09120:'W 1 270 25, .2 5' WIDE D '-E EASEMEN TOWN OF SOUTHOLD RI: Z MILL -A J�flz AJC LAND SURVEYING PLLC LAND SURVEYING & PLANNING SCALE, HCH-110 FEET 7-7 S.COLEMAN ROAD,CENTEREACH,NY 1 1720 PHONE:631.646.9973 EMAIL:AJC246@oPTONLINE.NET ANGELO JOSEPH CECERE PROFESSIONAL LAND SURVEYOR \\\ \ v A1"]DI - '\ v y AAA y�Av A �v. vv Vvv rl v h Alk, <AoA� V�� ; vA�A•,_���..��\yv..�A. AA .`VAS v�.� �.ti\.y-yea`y`\���ay�����. -`-� _ v t s -- .y�v. — �.,.� �— ..y -- �. � vs< z vim , y. s> i CERTIFICATE OF LIABILITY INSURANCE DATE`MMloo.• � IYYYY) 0312012024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(lies)must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CO TAC Eric Kirk .._ ..m _. _�.... 1 P ..31 727 794. PRODUCER NAME PHONE 631-727 7767 6 1 Kirk Associates LT - d I nth ss csvC enTer m ticsnai, rdi MAIL o Icsn na 18 First Street NY 11901 ip orsy kFarml m so I oRrlN caul r A E NAIC 0 N 13803 INSURED Riverhead ead ��� -_" INsuw E e United Fsmil Casualt Insurance Com and _._... d Farm Famll Insurance Company _ ) ... y ..� � 29963 On Point Electrical Contracting LLC INSURER c ........ „ _ . 107 Upton Drive INSURERD INSURERS ...... ..... ....._. ., ,,,,,,,,,_,_ .,,.,...... .1 _._....e,._....— e._ Sound Beach NY 11789 INSURERF. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY 1"HAT THII::I. POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR T 11E POLICY PERIOID INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT.1..0 WHICH THIS CERTIFICAIE. MAY 13E ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT rO ALL THE TERMS, EXCLUSIONS Y PAID CLAIMS,. IANSEt., ..SIONSTYPEOFCIN'••,S®IRA,NC!E OF SUCH A G r 4L.R LIMITS SHOWN NUYE3 EVE BEEN,REDOUCOI D B,, P1-0G�CDY EXAM, .... .....�..,._ ...LIMITSso uvvn A �COMMERCIA11fi6a C7NE /�LIABILITY x X J"d03L94.7 01 0613t�120'23 i 0613�},� Q24 ... a�M.p.�.�.�.Lf3:�u�hrc!E��IC�I»aS��� �.b 1,000,000 CLAIN09 000 LL, X LLIABILITY PERSONAL&ADV OUR^T SS1,0001000 Mc CONTRACTUAL ........ ..... I 01700 ' GEM AGGREGArf`I...V11AI"I'AII LII.:>PER: j GENERAL M.UC."Yd'I'�'".,A"iE S 2,000,000 X POI ICY .IL CT oc wPRooucTs a:c„wMrlc . ...... E 2 000,000 �"�T tlIrY Et: AUTOMOBILE LIABILITY {"MIDW DSINGLE L.Ik"T S 4Ea a ddtrWnA ......... ANY AUTO BODL,YIN,J,URY(Per person) $. ......--- ........... .... OkUNED C"kII:MA F i.D 130DI Y INJURY(Pei cc.ideM) $ bl"l'OS<7NI Y FtIU'ICb3 I F'r arrt iutlrant4 �. HIRED I NON CP{.NED ri r rrtr,REP'rPOhPv1At.E E ......,. AUTOS ONLY Au f os ONLY � 5 UMBRELLA LIAB OCCUR AGGREGATE EACH i,fZf NG 4. � `� _EXCESS LIAB ;CLI- AS ItAOE A .. ..e._,_. DLO RE`r"E;NTIfORu�� WORKERS COMPENSATION 3104 W749'8 I,�'6130/202'.3 06/30/2024,..,X ,; �.. E G _S�Ti B YMN ... ,.ACII.A L O 1 . AND EMPLOYERS LIABILITY � Al�sYPF FIRS E rOr~k,I> rrrLR r XLCUI°I�r Y NIA DISEASE I A wDr ra l 100 000 4 a5 describe EI Wider H) .+"uTlDtr^la kielryvr I E _ FCYw�4t N TYP'L. a 100 000 LaFF Ri X(.', uDEdyi Y ndatdr In N [EL O r',CRIFTrc.,N F Q ER L OI,RLASE PM1 S 5'00'000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Suffolk County Department Of Labor, ACCORDANCE WITH THE POLICY PROVISIONS. Licensing & Consumer Affairs AUTHORIZED REPRESENTATIVE PO Box 6100 Hauppauge, NY 11788 Kirk Associates Ltd ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD . ; � � � \�/ �.� d � <�} ��\ �r � �� . � �� � � ^ � { , . 2020 NYS Residen tia/ Code / In tern ationa/ Residen tia/ Code TABLE R301.2(1) �,Q s�j- VF-� UU .v CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (/� ✓" H Q --- 0 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN SNOW LOAD DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL (psf) SPEED TOPOGRAPHIC SPECIAL WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP. (AF) REQUIREMENT INDEX TEMP. (m.p.h.) EFFECTS WIND REGION DEBRIS ZONE DEPTH APPROVED AS NOTED 20 130 (ult) NO NO 1IMIILAES7FROM B SEVERE BOF 3 MODERATE 11 YES NO 599 517 DATE:�B.P ✓mod F RE ISLAND FT BFG TO HEAVY 1. AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TIMES. FE 0• BY: 2. DESIGN IS IN ACCORDANCE WITH AMERICAN WOOD COUNCIL (AWC) WFCM-2015 "WOOD FRAME CONSTRUCTION NOTIFY BUILDING DEPARTMENTAT MANUAL FOR ONE AND TWO FAMILY DWELLINGS", 2015 EDITION. 631-765-1802 8AM TO 4PM FOR THE 3.DESIGN LOAD CALCULATIONS: AS PER SECTION R301.5 FOLLOWING INSPECTIONS: 2 LIVE LOAD = 40 p.s.lf. (ROOMS OTHER THAN SLEEPING ROOMS) 1. ('N[)ATiON-TWO REQUIRED 0 30 p.s.f.p' SLEEPING ROOMS ) 2. F`I"IF(f,.'POURED CONCRETE o N . 40 s.,f. (EXTERIOR BALCONIES AND DECKS) OH 2 10 p.s.f. (ATTICS WITHOUT STORAGE), 20 p.s.f. (ATTICS WITH LIMITED STORAGE) -FRAMING&PLUMBING Q. 40 P.S.F. (HABITABLE ATTICS & ATTICS SERVED WITH FIXED STAIRS) 3. INSULATION DEAD LOAD (OTHER THAN ROOFS) = 10 p.s.f. (ACTUAL WEIGHT OF MATERIALS) 4. FINAL-CONSTRUCTION MUST p DEAD LOAD FOR ROOFS: AS PER TABLE R301.6 BE COMPLETE FOR C.O. LLI SNOW, WIND & SEISMIC LOADING = REFER TO CHART ABOVE. ALL CONSTRUCTION SHALL MEET THE (- REQUIREMENTS OF THE CODES OF NEW O YORK STATE. NOT RESPONSIBLE FOR z DESIGN OR CONSTRUCTON ERRORS (n GENERAL NOTES : ' Q THE DESIGN PROFESSIONAL WALL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, S� UTi .POLE TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. r N0 4 1, CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTOR xS`97 LOT 2 -WOODED VACANT LAND 0 SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR 19 I,�N�� , FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY & LIABILITY ARISING THEREFROM. I�OII 270.00 U 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS STAKE SEA NOTED OTHERWISE. Uj STAKE SET 3. HOMEOWNER AND/OR CONTRACTOR 15 REEP'ONSIBLE FOR ALL REQUIRED INSPECTIONS xS SS xS Z DURNING THE COURSE OF: GON5TRUGTION. `q c4 xS x O 4. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL �O CODE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Z D Z M�y'� LEACHING POOL c4 TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS Uj Uj W SEPTIC TANK w SNOW LOADS, WIND & SEISMIC LOADS PER CODE SECTION R301. 20.0 N 3 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED & INSURED ELECTRICIAN. j j � O W 4 ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL Q z d k-�+ DRAINAGE \ z o FIRE UNDERWRITERS AND HAVE WORK NSPECTED BY SAME. 0" a V� EASEMENT O 6. ALL PLUMBING WORK SHALL BE INSTALLED BY A LICENSED & INSURED PLUMBER. O p �1J f �`/• POOL O 5 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE ULLJ t1i LWL 9 ,1, w REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. 'r"" / :Lp S EQUIP' v z 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED p p 20.8`` �' 47,5 O S9 N N OTHERWISE. W W /��•. �i �-- 9. DO NOT SCALE DRAWINGS. O �x N Q CD 10, ALL LUMBER & PLYWOOD MUST BE GRADE STAMPED. S O III 11. FLOOR, CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG. FIR #2 WITH A MIN. �9> � (� _J z � I 0 fb=825 p.s.i. S i 12. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS 95j.0' x = E.W.W. z J �"" W o OVER ALL WINDOW, DOOR ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE U D 0 Q T 13. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. 0 0 0 co 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. W--�- �---- W W W 1- X 0. 15. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER 0- J D D W TA ER SERVICE `Z � O MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. AO ���T ► 0- Q 0_ Z Z ,�-- 16. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL xs� �F.Q�'A z 0 LOT 1 Q STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, W CANTILEVER O. LL BEAMS, OR OTHER MEMBERS BELOW. STt Y a OZ 17. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL 1.9E SERIES (OR EQUAL). O I Q 0 E.W.W. N z J LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION `SS z 0 r -� ALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS I tY m I_ DRAIN PER MANUFACTURER'S SPECIFICATIONS. W m Z EL.52.45 ` 18. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. Z 1 STORY N W Z LASED 0��0 19. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS � Ld 00 GARAGE W Q Q OF ACI-84 SPECIFICATION. FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'C 3500). SS Oa L �.G.FL.=59.71 U PROPOSED FINISHED U REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF NAILING SCHEDULE (WFCM TABLE 3.1 ) 'O 62.0 22.67 IDV��'�8'X8' DRYWELL BASEMENT 943 SQ. FT. a 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, *THIS SCHEDULE MEETS THE CRITERIA FORA CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING THREE SECOND WIND GUST SPEEDS UP TO 140 M.P.H. � PAVER WALK WITH ANY MORE WORK. M LO 21. INSTALL HARDWIRED SMOKE: DETECTORS IN ALL BEDROOMS & ONE ON EACH FLOOR ROOF FRAMING Uj UTIL. POL LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. W/ GUY W RE GRAVEL DRIVEWAY M 22. KITCHENS & BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. NUMBER OF O WITH PAVER BORDER 23. DOMESTIC HOT WATER PIPETS WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE JOINT DESCRIPTION COMMON NAILS NAIL SPACING INSULATED. Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter W r V 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW Ceiling Joist to Top Plate (Toe-Nailed) 3-8d Per Joist � ^i �-•- WITH GLASS LESS THAN 1E3 ABOVE FLOOR, THE GLASS IS TO BE TEMPERED. Ceiling Joist to Parallel Rafter (Face-Nailed) 3 PITCH: 13-16d Each Lap V Z Q 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF Ceiling Joist Laps Over Partitions (Face-Nailed) 3 PITCH: 13-16d Each Lop Q WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. Ceiling Joist to Parallel Rafter (Face-Nailed) 10 PITCH: 3-16d Each Lap �y Q SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY & SHALL HAVE A Ceiling Joist Laps Over Partitions (Face-Nailed) 10 PITCH: 3-16d Each Lap MINIMUM AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24" & A MINIMUM WIDTH OF 20" Collar Tie to Rafter (Toe-Nailed) 3 PITCH: 5-8d Per Tie WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL Collar Tie to Rafter (Toe-Nailed) 10 PITCH: 2-8d Per Tie �9 �� O ABOVE GRADE STORIES. (FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 Blocking to Roof Rafter (Toe-Nailed) 2-8d Each End S> h:-� *" "'� J (D Rim Board to Rafter End Nailed 2-16d Each End SQ. FT. OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. STAKE SE 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER INTERNATIONAL WALL FRAMING j Z S> S I- F- +-+ CC) RESIDENTIAL CODE AND PROVIDE REQUIRED EGRESS BEFORE UTILIZING IT AS LIVING NUMBER OF xS> S�, S) r> S72OO912OtI«J ��O w W ~ 27. INTERIOR FINISHES AS PER OWNER BUILDER AGREEMENT. STAKE SET st JOINT DESCRIPTION COMMON NAILS NAIL SPACING �O O Top Plate to Top Plate (Face-Nailed) 2-16d 1 Per Foot 270.25 EASEMENT U) _ Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side i WIDE DRAINAGE W C) -� ALLOWABLE DEFLECI�ION OF stud to Stud (Face-Nailed) 2-16d 24" a.a. 2 5 � X (> HEADER SCHEDULE Header to Header (Face-Nailed) ) 16d 16" o.c. Along Edges TOWN OF SOUTHOL.D F' Q i- 0 STRUCTURAL MEMBERS Top or Bottom Plate to Stud (End-Nailed 2-16d Per Stud }- ALL MATERIAL FOR WOOD FRAMING TO otS (PER TABLE R301.7 OF IRC) HAVE A MINIMUM fb OF 825 P.S.I. Bottom Plate to Floor Joist, BandJoist, 2-16d 1,2 Per Foot MON.FND. ALLOWABLE NOMINAL LUMBER SIZE: SPANS: End'oist or BlockingFace-Nailed � �5' p W N STRUCTURAL MEMBER N W LO W c DEFLECTION FLOOR FRAMING RAFTERS HAVING SLOPES GREATER THAN L/180 (2) 2X8 UP TO 4'-0" NUMBER OF MON.FND. r z a Co � N A 3 PITCH WITH NO FINISHED CEILINGS (2) 2X10 4'-0" TO 6'-0" JOINT DESCRIPTION COMMON NAILS NAIL SPACING - N CV '� ATTACHED TO RAFTERS (2) 2X12 6'-0" TO 8'-0" RESIDENCE - PUBLIC WATER •� _ Cl) d) Joist to Sill, Top Plate or Girder (Toe-Nailed) 4-8d Per Joist � 1` 00 O INTERIOR WALLS & PARTITIONS H 180 (2) 1 3/4"X11 1/4" LVL 8'-0" TO 10'-0" C U) ,,.� co / Bridging to Joist Toe-Nailed) 2-8d Each End Q FLOORS L/360 POSTS SHALL BE 4X4 (NOMINAL) Blocking to Joist (Toe-Nailed) 2-8d Each End •L (n W c) O NOTE: ALL SIZES CALLED OUT ON ANY OF Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block W W _ CEILINGS WITH BRIITLE FINISHES L/360 THE FOLLOWING DRAWINGS WILL SUPERCEDE Ledger Strip to Beam (Face-Nailed) 3-16d Each Joist n, ALL OTHER STRUCTURAL MEMBERS L/240 THIS SCHEDULE. Joist on Ledger to Beam (Toe-Nailed) 3-8d Per Joist M W C EXTERIOR WALLS: WITH PLASTER H/360 Band Joist to Joist (End-Nailed) 3-16d Per Joist C = O OR STUCCO FINISH ;C Band Joist to Sill or To Plate Toe-Nailed 1 2-16d Per Foot Z C; N � .r• EXTERIOR WALLS: WIND LOADS WITH H/240 ROOF SHEATHING Itt\11 Q � X , OTHER BRITTLE FINISHES NUMBER OF `v o w (D CU EXTERIOR WALLS: WIND LOADS WITH L/120 JOINT DESCRIPTION COMMON NAiLS NAIL SPACING FLEXIBLE FINISHES 's" C W EXTERIOR WALLS: WIND LOADS WITH L/180 Structural Panels I(a FLEXIBLE FINISHES, INTERIOR GYPSUM Interior Zone Location 8d 6" Edge/12" Field J BOARD FINISH Perimeter Zone Location 8d 6" Edge/6" Field Gable Endwall Rake or Rake Truss w/ 8d 6" Edge/6" Field Z LINTELS SUPPORTING MASONRY WALLS L/600 up to 1' overhang LU FLEXIBLE FINISHES Diagonal Board Sheathing 2 NOTE.L = SPAN LENGTH 1�x6" or 1"xB" 2-8d Per Support LU (� H = SPAN HEIGHT 1 A O" or Wider 3-8d Per Support m U CEILING SHEATHINGtm o W t� NUMBER OF = > C N JOINT DESCRIPTION COMMON NAILS NAIL SPACING �'�• I I + W O TOP PLATE SPLICE REQUIREMENTS Gypsum Wallboard 5d Coolers 7" Ede 10" Field 1_AON.FND. F LOT F J-/� �1 z W _..I (WFCM TABLE 3.21) WALL SHEATHING SGfiLE ; 1 " - 20'-O" 0 0 NUMBER OF NOTE ; 51TE I'LftN FOR' i�EFFEFENOE ONLY, LU N BUILDING MINIMUM SPLICE JOINT DESCRIPTION COMMON NAILS NAIL SPACING INFOF,'N ION TttK�N Fi�O>�I O IC�INf�I SU V�Y ICY a DIMENSION (FT.): LENGTH (FT.): 12 5 StructuralInterior Panels io R �.Zone Location 8d 6" Edge/12 Field � m e.. Perimeter Zone Location 8d 6" Edge/12" Field O ,I+�JC LAND SURVEYING PLLC 16 6 1 Fiberboard Panels �� • ..,,.._ _ ___.".� 20 8 t/2" 11 ga. galy. roofing nail 3" Edge/6' Field E LAND SURVEYING & PLANNING 25/32" 11 go. galv. roofing nail 3" Edge/6 Field , R* :.- 24 10 Gypsum Wallboard 5d Coolers 7" Edge/10" Field 77 S. COLEMAN ROAD CENTEREACH NY 1 1`720 O 28 11 Hardboard 8d 6" Edge/12" Field ` . ' 2 Particleboard Panels 8d (As Per Manufacturer) I PHONE: 631 .846.9973 32 13 Diagonal Board Sheathing 1 x6" or 1"x8" 2-8d Per Support ''°"EMAIL: A2,46CFOPTONLINE.NET 36 14 1"x10" or Wider 3-8d Per Support .,... ._._... JC LO N 40 16 FLOOR SHEATHING 0) N N 50 20 4-- 0- JOINT DESCRIPTION COMMON NAILS NAIL SPACING M o O *1 60 24 Structural Panels W f- N 70 28 1" or Less 8d 6" Edge/12" Field N fY ZO W r Greater 80 32 Diagonal BoandnSheathing 10d 6" Edge/12" Field m � U O Z Dia p 1 x6" or 1"x8" 2-8d Per Support co 1. TABULATED SPLICE LENGTHS TOP PLATE TO TOP 1"x10" or Wider 3-8d Per Support O Z c Fes... Z iY9 PLATE CONNECTION SHALL NOT HAVE MORE THAN Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. O Q (0 - � 2-16d NAILS PER 6 INCHES N ~ 0 If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, � � I•-- � 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING nailing requirements for structural members shall be doubled, or alternate connectors, such DRAWING LIST m Q r m LOCATED IN EXPOSURE B OR C as shear plates, shall be used to maintain the load path. L 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE When wall sheathingis continuous over connected members, the tabulated number of nails Q MATERIAL T-1 TITLE SHEET, PLOT PLAN & ARCHITECTURAL DATA Z ca shall be permitted to be reduced to 1-16d nail per foot. A-1 FLOOR PLANS AND SECTION WITH ELEVATIONS U Q O w 0 d 2 U ty PROFE55IONAL PRAGTIGE NOTES Ce Ce I. THESE DRAWIN65 ARE PREPARED AS A GUIDE FOR CONSTRUCTION PURPOSES ONLY. I 2. THE ARCHITECT 15 NOT RESPONSIBLE FOR APPLICATION WORK RELATED TO PERMITS COMPLETION OR OCCUPANCY.WHEN A(,ODE ENFORCEMENT OFFICER 1 r 1 I r-_------ 1 ' I I • tJFW LADDEFT06KADE 1 I I • NEW LADDEFTO6FADE OBJECTS TO WORK RELATED TO(ODE COMPLIANCE,THI5 ARCHITECT MUST BE NOTIFIED.NO PEN OR PENCIL GHAN6E5 ARE AUTHORIZED;VIOLATORS WILL 1 I �X15TINC� I , 1 1 �X15T1NC� I ; I 1w-- BE PROSECUTED. 1 I I . I I----------------♦ 1 I I I 3. THE ARCHITECT 15 NOT RESPONSIBLE TO COORDINATE REQUIRED OR NECE55ARY INSPECTIONS. 1 I �� �� I 1 //�. •' . . . ' • A. ', ♦♦♦ 1 I 4. THESE DRAWINGS REPRESENT A PRIVATE P15OL05URE OF INFORMATION AND MAY NOT BE U5ED OR COPIED UNLESS PERMITTED BY THE ARCHITECT.SHOULD 1 •. 1 WELL I I . • .------------, . :♦♦♦ 1 : 1 W><LL 1 1 z THI5 INFORMATION BE U5ED IN ANY MANNER WHAT 50 EVER WITHOUT PERMISSION,THE USER SHALL BE RESPONSIBLE FOR FULL WMM155ION DUE THE __ _ 1 • ' L--------J _ 1---------e-------- • / / ♦♦ - -------------------- ARCHITECT. .�----.--------- ---L ---------1 i- I ARCHITECT.THE DE516N GON5TRUGTION AND/OR 0(CUPANCY INFORMATION REPRESENTED HEREWITH REMAIN THE PROPERTY OF THE ARCHITECT. j / ♦ ' U) 5. RELATED TO JOB CONDITIONS,WORK SCHEDULED AND PERFORMED,MATERIAL INTERFAGIN6,CONSTRUCTION MODIFIGATION5 OR SUBSTITUTIONS,NO I Ex15rING •// ♦♦ • • ' EXI5TING • 1 Q LIABILITY OR RE5PON51BILITY 15 ACCEPTED WITHOUT THE EXPRE55 5ERVIGE OF TH15 ARCHITECT. - 1 , 6. AESTHETIC,CONTROL,FUNCTIONAL A(CE55ORIE5 AND FEATURES REQUIRE COORDINATION RELATED TO SPECIFICATION AND MATERIAL SAMPLE SUBMISSION, SHOP DRAWING REVIEW,TESTING INFORMATION AND MUST BE BY THE EXPRE55 SERVICE OF THE ARCHITECT. I I EXISTING 8"CONCRETE BASEMENT WALL 1. SCALE AND PROPORTION ARE INTENDED TO BE APPROXIMATE AND TO 5HOW CONCEPTUAL DE516N.MODIFICATIONS AND/OR ADJU5TMENT5 MAY BE I NEW 2x4 rFAMEDWALL �------------------------------ 1 , . 1 WITH EXISTING INSULATION AT .FDN. WALL --� REQUIRED A5 I I a', •.N • . t �' 1 8. GON5TRUGTION PROCEEDS. I I ! �--------- -- - - q. THI5 ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION 5UPERV15ION OF WORK. r____J •, I O O O I 1 exLAND IIN6 my, cl� 0 1 r J nO'5TING NeW fYPIGAL000 WMEN HI nAf LED I I LXANDIN6 UP ON ci ,� I �nEArEF I I � f--• IL--------- VE UTILITI F NEW ei\ I� FOOi� eXI5TIN6 "x80" 5WIN6DOOF j _ _ _ __ _ _ _ __ _ _ _______ _______________1 1 NEW2x4 rKA'IEDWALL WrEK PKOOFTI,-E FINISH •j, '• • y •• a • . ` i.','t' • I Z UNFINI5nED • r---------------------------------------------------� I O 1 '• —"� VENTED AKEA I I F— ..� ...� .ram I • �.• .' I I I I d ROOF I Yz"ROOF VENT ROOF VENT ROOF VENT I I O O O 1 I BATH RM. 2�- — BATH RM. ? ' ~ — 1 PANEL ��• S.D.ASPERNYSC® I I I W m� EX I _ EX I ( 5G NEW 5C,x80" 5wIN6DOOP 1 1 I C 2° I 2" I I M'0 ® C.M.ASPERNYSC I I 1 3 211 I 21 r 1 1r-------------- ------------------------------------------------------ --------�NEWD----r,-- I I I _O p W I I 11 _p[>ytQp�SELECTED DY OWNEK r--_-1 1 r 1 NEWDUGTWOKK r_—_-1 1 TUB I TUB I 1 I 1 I I I I I OV EF EXISTING F05T— I -OVEF EXI5TING P05T ''. 1 eX15TIN6 rOUNDA(iON WALL AND rOOTIN6 1 2ND FLOOR NEW A.G.AF n DLEK I i15TIN6 2xq WALL r I I I RI •' W 2" I I I ✓I CONNECTED PRGODE� I J L___ • 1 11 2 I ,' I I ILO- TION rOF NEW EJECT0F 1'UI'( EXISTING § WAI-LUNDEF DAK EXISTINGGOLUMN FOOTING I I 1 N BATH RM. ( I 1 I (IN5TALLED DELOW 5LAr^a UP ,. 1 I O TGHEN EX 1 I IGONNEGTEDFEPCODE LANDIJ6 — 1 I ', I I L---J 13'4" I 1 I N T.- 2 2 I I �., POC WEK DFAN AND PLOOF P1TGn 1 I I 4'-0" W I I 0 De Gt10PFED OUT Or PG.SLAD EXISTING 2x4 WALL 1 I 1 r- 15H I I 1 24"UNDFK COUNTEF rFIDGE I 70 AF I 4 1 Q IST FLOOR I I I 1 \O O exlSrlydG 2x4 wnLLO O :w I O I 1 NeWZx4rKAMEDWALL � i �/p Q 1�/\6E i 4' 1 EXI5TIN6 51-AD 2 211 i 2" 3 I — � I .` 4 4"2=6" 6'-0" 8'6" EXISTING I J-I- — — — — NSW LOUNC�r- - J -0" rM I NEW KAIL.1% FOST AT5TEP5ONLY. NEW LADDEFT06FADE 4 R� 2° CO WATeK PKOOrTILE FINISH 1 r\ r — KAN MEAD LANDING > I I „ I ra o ., I 1 I �o y u BATH RM. / I c r' NEW i�f�T I I OO i�i a 1 N WALK IN r--------� WA1EK FKOOFTILE NNl5n DEMO EXI5TIN6WA..L5 AND DOOP I I I � 2, Go SHOWER 1 TO E=XI5TIN6 TING H16H LINE PVC, SEf zw IC, LINE I I�XISTIN� 1 1 rLooKDFAN �'o° nr.�ncNEFwuL/GLn55oFrIONAL \ O APPROVED COGD / 4" 3„ EX15 I I I o 0-1- APPROVED Nnl-nArLED I 1 e I .0 xh LAV LAV O O I 11 O M SEPTJ� (0 STALS I I —1 11 A' OL05ET nAN6EF5 W/DOOF5 NEW 50"x60" POCKET ROOF NEW 2x4 rKAME WALL I I I y WG " I I W LL 1 w DENcn g cuDDIeS De w nrDDEN DOOFwIrn I I 1 HOUSE TRAP AGGE55ABLE ® 2 I ., I I nooXSTo nnrcn _ EXISTING 4°DKAN 1 1 .. I �O� NEW BATHROOM ACCESS DOOR I •. L-------J r" ", PKovIDe cE55ArcLEANourTFA� . I I OQ NEW FINISHED BASEMENT I �•• • I t t ].• I 1 I I w LICENSE L-----------� 1 • ---------------- +• 1 ' I 1 ' I 3" 2. EJECTOR -� 1 1 I---- ---J ----------------------------------------------------' 1 0 2" PUMP T05EPTC1 ♦♦ FKCN/10r CC.E55ATGLENJOUrrK/e 1 1 r ♦ / 1 I '• • t ♦ / •• •�' j' I I ' % ♦♦ UTILITY / •'' ! •••�• .'•,. .•� a..: , 7s :. . • -7, 'e • 1 3' �♦ ' ♦♦♦ UTILITY /i�r• / -------- -------�♦ ' ♦♦♦ /i ---------------------------------------------------------------� P.G. TO GUT AND CHOP SLAB FOR NEW ♦♦` ' r`-+ /i ♦♦; : -----------� DRAIN TO NEW SUMP PUMP. ELECTRICAL / CONNECTION PER NEC, REQUIREMENTS ♦♦`--_-_-4-__-__�� ♦♦`_____- ____-- / Q FL-UMI�ING �15D� TDIAGFAM FK0F05r-TD FIN15HE PA5 J Q 1� M NT LAN i o NO SCALr SCALE.• 1/4"=1=0' J nn,, b W D D WALL LC� NTD TOTAL LIC�11T AND VENT ----- q43 sq ft W U (� d PROP05ED 8"P. GONG FOUNDATION WALL ON 8"x 16"P.G.FOOTING L16HT D5%AND VENT .04%GALL, W H r REG.LIGHT= 15.4 PROPOSED 11.1 _ ---- REG.VENT= 31.1 PROPOSED 11.1 U PROPOSED FRAME WALL(EXTERIOR W/Rlq INSUL.) lb ADDITIONAL 3"LED = gbOO LUMEN5 J U Residential Code of New York State �-- Q >` 5ection R308 - Glazing ~ °� '� R308.IINDENTIFIGATION: O EACH PANE OF 6LAZIN6 INSTALLED IN HAllARDOU5 LOCATIONS A5 DEFINED IN 5E(TION pz N LO U) c .' R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S LABEL DE516HATING Z W T j 00 6 • �* z THE TYPE AND THIGKNE55 OF 6LA55 AND THE SAFETY GLAZING STANDARD WITH WHICH IT O- I LO C 20 \\ 20 N K ^ N I COMPLIES WHICH 15 V151BLE IN THE FINAL INSTALLATION.THE LABEL SHALL BE OF A TYPE XI5TINC� 15T LOO •ca = M 0) C MIN. \\MIN. WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEIN6 DESTROYED. co O a z \ EXISTING FIRST FLOOR FRAMED WALL C U) M CL N \\\\ ReSidential Code of New York 5tote VEKIFYDDL.rKAMIN6A STAFOPENIN6 /� � co ' o 5ection R310 - Emergency Escape and Rescue Openings Ex15TI GrIN15nED rLOOF +� -+� (0 CO \ R310.1 Emergency escape and rescue openings required. Z OAF C C1 • • — Cr EXI5TIN6 FLOOR J015T5 4 INSULATION-�I E 15rIWj rLOOF Jo15r o Iv"Oc. EXI5TING rwoF J015r.•IC,"O.c. II Basements with habitable space and every sleeping room shall have at least one operable L� 2 ,_ � O CU DOUBLE HUNG CASEMENT emergency escape and rescue opening.Where emergency escape and rescue openings are �_ I I �� ��� O — Z O WINDOW UNIT WINDOW UNIT APPROXIMATE GRADE rlw5neocYP rAPDc IUN6 I h------------- ---------------- --------- APPROXIMATE GRADE Q = Z provided they shall have a sill height of not more than 44 Inches above the floor. _ - - - N _ EXSTAP I I rIN15nED6YPDOAFDGEILIN6 Q X L- TO PEMAN I�MODIFY EXISTING W 1- R310.1.1 Operational constraints. EX, z O N NI I STAIR WELL WALLS EX15TINGrINSnED PC SLAD = ILL. E v Emergency escape and rescue openings shall be operational from the inside of the room 6 SHOWER L-1 I I d PROVIDE NEW m C 0- W without the use of kegs or tools. z TILE: WALL L 5Tt1Ii? I t MATCHING RAILING z y = � I I TO CODE _ m F.F. EL. =o NL�' 1��Tf1 001�1, L �_ WELL t = o 0 05�D z um CU >, R310.2.1 Minim opeing area. TYPICAL NEW WALL CONSTRUCTION: , W I w All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 = wA EK pKooFrILE r of rIN15n d _ 2X4 FRAMING WITH 1/2 "GYPSUM WARD � Q, w o (n (n square feet.The minimum net clear opening height shall be 24 inches.The minimum net clear Z I , Oi��N R �/1 = w opening width shall be 20 inches. EXISTIN6 8"CONCRETE BASEMENT WALL '� p V WITH EXISTING INSULATION AT EX.FDN.WALL I 1 i�w WArEK FKOOFTILE rIN1511 W m Exception: 6rade floor openings shall have a minimum net clear opening of 5 square feet. J o o W EXISTING CONCRETE FOUNDATION WALL I LD NW O N EXISTING rIN15neD FC.5LAD Z W 1 a: of �I c O 5EOTiON-A-A FINI5rfElD rM5EMENTWALL oN CL SCALE 1/4'= 1'-O' O a. W 0 a N -3v 0) N s= � � 4- >- o ° c 1 a� No w W Y o ?LU E C) m � V 0 p Z p � z Y]] 0 Q N O m `- m Q F- rL z g W Q 0C