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HomeMy WebLinkAbout47884-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#: 47884 Date: 6/1/2022 Permission is hereby granted to: Jaugietis, Martin . ..... . ................................__._......... ._.......w_............................ ..aaaa....aa......_.. ..... 1 W End Rd 8D New York, NY 10023wwww........................_. _._... ............... _w To: construct accessory pergola as applied for. At premises located at: 2405 Glenn Rd., Southold SM #....473889 . ... _ .......................................................... a... _.._... ......._ .... Sec/Block/Lot# 78.-1-32 Pursuant to application dated 4/26/2022 and approved by the Building Inspector. To expire on 1,2/1/2023. Fees: ACCESSORY $224.00 CO -ACCESSORY BUILDING $50.00 Total: $274.00 BuiJigg Inspector YpP;.gY+»�ryryxyy Iy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " Telephone (631) 765-1802 Fax (631) 765-9502 Intp _/Ayvv v oull o.(lte xlrril w V Date Received APPLICATION BUILDING PERMIT For Office Use Only Pr ` m N PERMIT NO., Building Inspector:w .... , _........_._... µ BUl DIN "I Applications and forms must be filled out in their entirety. Incomplete 'F01/0i OF;,, IJTFIOI_D applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER($,)Of PROPERTY: Name:Marty Jauc ietis CTM# I0o0.78-1-32 Project Address:2405 Glenn Road Southold Phone#:917-881-4003 Email:martyjaugietis@hotmaii.com Mailing Address:2405 Glenn Road Southold NY 11971 CONTACT PERSON: _ Nairie:Coastal Plantings Inc. _.�.w�.�_�..�._.. ..�.�-... . Mailing Address.PO Box 484 Peconic NY 11958 al:info@coastalplantin s.corn ....Phone#:631-734-7443 �,.,.....- �_.._..�.._..�.�..�..�...w.� Em i �����.�..,..�..-. DESIGN PROFESSIONAL INFORMATION, Narne:Stromski architecture, P. Mailing Address:PO Box 1254 Jamesport NY 11947 Phone#:631-779-2832 Email:tyler@stromskiarchitecture.com C CONTRACTOR INpORITION: Name:Jonas Brother Construction Mailing Address:PO Box 644 Westhampton Beach NY 11978 Phone#:631-875-9708 Email DESCRIPTION OF PROPOSED CONSTRUCTION 5_*New Structure ❑Addition []Alteration�.....w�.-....�....M,,.�.� � ._..-..� - ❑Repair ❑Demolition Estimated Cost of Project: ECltherPergola � $17,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: sp Intended use of property: 1 Zone or use district in which premises is situated: Are there any covenaWo d restrictions with respect to ro ppe this ? Yes IF YES, PROVIDE A COPY, rty' ❑ _ Check Box After Readir.-: 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 (pint name)• ( uthorizedAgent ❑Owner Signature of Applicant: ,,�i�, _ Date: 5 a oR STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the rl + (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 th with MM AFIBARA N.TANDY Sworn before me this Notary Public,State Of Now York No. OiTA6086,01 Qualified Ir1Suffolk y Bl1 m day of 20 a'l Notary Public PROPERTY OWNER.A h z: (Where the applicant is not the owner) I, �� ���5 residing at eqq 5 6k � do hereby authorize � 1 joj�to apply on my behalf to the Town of Southold Building Department for approval as described herein,. Owner's Slgnatu Date Print Owner's me 2 �. �� a SSeSo►� at PROI OSED CL I R] , A A -� 1% IL 4-7a 0 0 0 STROMISKI architecture, p.c. auL :L ti dI P.O.BOX I254 JAMESPORT,NY 11947 9 1 PHONE(63I)779-2832 FAX(63I)779-2833 2405 GLENN ROAD SOUTHOLD NY 11971 ' D 5CHEDULE OF ABBREVIATIONS GENERAL NOTES: LAND N/F OF APR 202J JON BAXENDALE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA \ BUILD!*,;t;DEP', A.D. ASN DROP I. ALL CONSTRUCTION SMALL CONFORM TO ALL NEW YORK STATE, COUNTY FES 2 WO/L -� • , 0 c�y SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD A.F.F. ABOVE FINI5N FLOOR AND LOCAL BUILDING AND ZONING CODES, AND ALL SUCH CODES SMALL GROUND WIND SPED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WINTER DESIGN UNDERLAYMENT FLOOD • BEAM SUPERSEDE THESE DRAWINGS. STK. IV 710 SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGNCATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS BRG. BEARING 3.5'S 4220 G.J. CEILING JOIST 2. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'5 STRUCTURAL. 1.5'W EL 17.1 n 25 130 YES YES I B SEVERE 36' MODERATE SLIGHT TO 15 YES N/A G.F.M. CUBIC FEET PER MINUTE o f CONFORMANCE WILN eHE NEW YORK STATE BUILDING CONSTRUCTION CODE. Proposed Pergola For: TO HEAVY MODERATE CLAS CLOSET THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE C.O. CLEAN OUT STARTING CONSTRUCTION AND 5NALL BE RESPONSIBLE FOR SAME. P g CON. CONCRETE 6' CSMT. CARBON MONOXIDE DETECTOR 3. ALL EMENT MINIMUM FOOTINGS SMALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY sroc�K £Hct gCoi-c /Ale • C.T. CERAMIC TILE �'-0' 12 .78, Jaugeltis D. DRYER 4. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS � 36' 7" `' D.N. DOUBLE HUNG AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM ------------------' _._."? TABLE OF CONTENTS DIA. DIAMETER Residence D.J. DECK JOIST FLOOR AREAS EXISTING PROPOSED ADDITION TOTAL, DN DOWN 5. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, N0. 2 OR BETTER. /, sed Patio o, STK. DW. DISHWASHER E=1,600,000 psi AND fb= EQUIVALENT t0 MEMBER SIZE. ALL GLU LAM BEAMS 27 -- FENCE 0/L TO HAVE AN E=1,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED VENEER A-1 - PROJECT INFORMATION PERGOLA SQUARE FOOTAGE - ---- SOFT. 310 SOFT. 310 SOFT. F.A.I. FRESH AIR INTAKE LUMBER HEADERS AND BEAMS TO HAVE AN E=1,900,000 psi AND AN fb=2,600 ----- _--- ------ 44' -_-_-______ \ A-2 - PLANS, SECTIONS t DETAILS F.D. FLOOR DRAIN psi. ALL PARTICLE STRAND BEAMS TO HAVE AN Ea2,000,000 psi AND AN TOTAL SQUARE FOOTAGE - 310 SOFT. FDN. FOUNDATION fy=2,0100 psi. PRM05ED 310 S.F. F.J. FLOOR JOIST PERGOLA , FP.S.C. FIREPROOF, SELF-CLOSING 6. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS civ Proposed 20'x44' Pool ; !00 FTG. FOOLING RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON FXD. FIXED PLANS. W GALV. GALVANIZED GL36 . GLASS 7. PROVIDE " HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30" ' -------------------- PRESCRIPTIVE DESIGN METI4OD5 H.C.H. HANDICAPPED ABOVE GRADE, RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE o �._._._._._._._.^_._. _._._._._._._._._._._._._._. OF A 4 SPHERE THROUGH ANY OPENING. �� �._._._._._.��..._._ Ln 130 MPH WIND ZONES HDR. HEADER 10' Ln H.M. HOLLOW METAL _ INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.5. KITCHEN SINK 8. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. - 33' 3" FAMILY DWELLINGS (2015 EDITION) LAV. LAVATORY -�-•-•�---•-•-•-•-•. •-•-•-.-, 2405 Glenn Road L.C. LINEN CLOSET q. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS MECH. MECHANICAL FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN [r Proposed Deck: Southold, New York 11971 CONNECTION WITH TREATED MATERIAL. d S.C.T.M.# W-I AND W-2. MIN. MINIMUM w .r~' Wood Framed DESIGN LOADS MAX. MAXIMUM a (removing prev. stoop) ;_ 1. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' MLDG. MOULDING 10. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING > 'N INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT __j EL 14.0 13 7' WOOD N.I.G. NOT IN CONTACT O Of c STQOP EL 13;8 O REVISIONS USE LIVE LOAD ELE/SQFT.] DEAD LOAD ELB/50FT.] BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. 0 C ON CENTER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME W 2.8 X9.2 4 RESPONSIBILITr FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION LL rI 26.3 : O EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. O.H. OVERHEAD DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN \ 0.6'W z 6' 1" PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND P.C. POUREDCONCRETE OBTAINED. Q O DECKS 40 10 DRAWINGS ON SHEET W-2. R. RISER C, N WELL DRY U PASSENGER VEHICLE GARAGES 50 10 RAD. RADIUS II. CONTRACTOR t0 PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE Z 8 DRY WELL 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE REF. REFRIGERATOR THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. Q t,, 2 STY FIRM. O ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3.4A, 3AA. R.F. REINFORCED _ DWELLING o �1 Z R.F. RESILIENT FLOORING 12• THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT Q -1 FFL 17.0 ATTICS WITH STORAGE 10 4. HOLDDOWN ANCHORS TO BE PROVIDED At THE CORNERS AS PER FOUNDATION PLAN R.R. ROOF RAFTER THE AREA OF EXCAVATION AND CONSTRUCTION. _ 1 1.4 \�-' Q 'd O ROOMS OTHER THAN SLEEPING ROOMS 40 10 SHEET A-2 AND SWEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE S.D. SMOKE DETECTOR FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. SH. 4 PL. SHELF E POLE 13. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL QG RCA DRIVEWAY i. GARAGE Q w O SLEEPING ROOMS 30 10 SHWR. SHOWER DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE SITE t0 BASE cv 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET SOFT. SQUARE FEET STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE C� cv GF 14.2 L 283 �4 � Z O STAIRS `a 10 W-1 TABLE 3.1. TTG TONGUE 4 GROVE SITE DUE TO CONSTRUCTION, 0 o Q GUARDRAILS AND HANDRAILS 200 10 TEMP. TEMPER D GLASS © - 11.7 T.C. TERRA COTA '0 13 3' ~I EL 13.0 O b. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURERS 14. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND �'"""" O GUARDRAILS IN-FILL COMPONENTS 50 10 SPECIFICATIONS. T.O. TRIM OPENING PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. � �4 �• EL 1 .8 FIRE ESCAPES 40 10 �' TYPICAL x SLATE WALK /// OUTNI i 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WIT14IN THE V.I.F. VERIFY IN FIELD 15. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE \ W O UPPER 1/3 OF THE ROOF FRAMING. STRAPS t0 BE FASTENED AS PER TABLE 3.6 ON SHEET W WASHER DISPOSED OF M ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY 23 W-2. WD..0 WOOD ER CLOSET IN WHICH THE 'ROJECT IS LOCATED. \�\ 35\ B. ALL STRAPPING CAN BE INSTALLED OVER 514EATING ONLY IF THE FASTENERS IDENTIFIED W.F. WATER FOUNTAIN 16. IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED , I O O IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.H. WATER HEATER WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE 4. DEDROOMS �� S.T. 0 O WIDTH OF THE SHEATING SUBSTRATE BEING USED. W.I. WALK-IN CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE m. 1,250 GAL S.T. 43 1 1 O W.W.F. WELDED WIRE FABRIC IN CONSTRUCTION DETERMINATION. (5)8'DIAx3'DEEP L.P. \\ 39 I OO Z O O SYMBOL LEGEND: LP z i V LIP O S.D. INTERCONNECTED AND HAINGLE AND MULTI-STATI>'DWIREt SMOKE ALARM TO BEO LP D.P. 1 LP 1 236.9: O ® CARBON MONOXIDE DETECTORS SHALL BE INSTALLED STK. CM AS PER MANUFACTURER'S SPECIFICATIONS AND H 1 ARD ' O 1 WIRED STK. DRAIN �lDRY WELL `-'J 8 DIAXI)EEP W.M. I20.00' O ❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) N 87030100„ E I U.P. - -EDGE OF PAVEMENT - - SEAL U.P0 O? DOOR DESIGNATION (SEE DOOR SCHEDULE) - - - - .r,�R ARC t9� ® srRO�'S� �-� SECTION MARK (DWG#/SNI=ET) L PROPOSED SITE PLAN Scale: I" = 20'-0" I � �a �-� DETAIL SECTION MARK (DWG#/SHEET) A-I 9� a DETAIL DRAWING MARK (DWG#/SHEET) 029,69 OF Nf WALL LEGEND: Copyright 202I STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this EXISTING WALL TO REMAIN design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York EXISTING WALL t0 BE REMOVED State Education Law.These drawings and specifications are I an instrument of service and are the property of the Architect. h' NEW 2 X 4 WOOD FRAME WALL These drawings and specifications are not to be used on any ® NEW 2' X 6' WOOD FRAME WALL other project,except by written permission of the Architect © LOAD BEARING WALLS PROJECT NO. 2I-ARXOOI 0 NEW P.C. CONCRETE WALL SCALE 1/4"=1'-0" DATE 4/I8/2022 FIRE BRICK DRAWN BY TLD CHECKED BY RS STANDARD BRICK DROPPED MASONRY TITLE Project Information SHEET A - - -- - - - - - — - - - - - - - - - - - - 8' SOLID FILLED BLOCK RETAINING WALL 1 i architecture, p.c. W/ POURED 8'x16" CONCRETE IPE WRAPPED FOOTING @ 36' BELOW GRADE i i GIRDER MIN. I I I 1 1 in JAMESPORT,NY 11947 _� P.O.BOX I254 •4 I I N I I 1 c� N PHONE(63I)779-2832 FAX(63I)779-2833 I SIMPSON STRONG DRIVESD105600 TRUSS SCREW 9i EVERY JOIST TO E4 GIRDER CONNECTION 18' DIA. POURED CONCRETE PIER @ I I 2' X 6' IPE JOIST I I I Z I 36' BELOW GRADE \.^i @ 16' ON CENTER MIN. I _ A-2 1 A-2 I a I A-2 A-2 b'xb' ACQ PERGOLA SUPPORT POST i i 1 61x6" ACQ POST 1 i CENTER I I I WRAPPED IN IPE CLADDING I x COLUMN 5/4'x4' IPE PURLIN SET WITH ABU66Z POST BASE OR I I I - I BELOW i APPROVED EQUAL TYP. 1 I ( TYP. ALL PosTS I !� ` I —PERIMETER OF 1 I S I j i t mi AND PERGOLA 5' 5T5 VI ABOVE • I I I I BOK RETAINING WALL BELOW CONCRETE SLAB PAVER BASE –�1�a 1I I i7 I `4 ft--I N N 7 7 Proposed Pergola For: A-2 A-2 A-2 A-2 ! I I I I I I IJaugeltis IV DIA. POURED 1 ; ' CONCRETE PIER @ 1 36' BELOW GRADE i 1 I i L204' IPE JOIST 2'x6' IPE J015TI Residence MIN. 8' 10'-8' 6" I2'-0' b 12'-0' 12'-0' I Aj�A-2 A-2 A-2 A-2 PROPSED FOUNDATION PLAN scale: I/4' = I'-o' 2 PROP5ED GRADE PLAN scale: 1/4' = I'-0' 3 PROPSED RAFTER PLAN scale: 1/4" = 1'-O" 4 PROPSED PURLIN PLAN Scale: 1/4' = 1'-0' A-2 A-2 A-2 A_2 2405 Glenn Road Southold, New York I 197 S.C.T.M.# 5/4'x4' IPE PURLIN 5/64' IPE PURLIN REVISIONS 2'x6' IPE JOIST 2'x6' IPE JOIST O (3) 7 Y" LVL CLADDED O (3) 7 Y' LVL CLADDED IN 1x IPE O IN Ix IPE O j b'xb' ACQ POST O CLADDED IN Ix IPE r b'xb' ACQ POST O CLADDED IN Ix IPE O �'xb' IPE PRIVACY +, WALL WITH 2' BETWEEN SLATS E GRADE TO SLAB DIFFERENCE O 8' BLOCK RETAINING WALL O 18' DIA. POURED W/ POURED 8'x16' CONCRETE TO NOT BE MORE THAN 30' CONCRETE PIER @ 36' FOOTING @ 36' BELOW GRADE BELOW GRADE MIN. MIN. _ = O la::l f'• I I f 0— ' I I: .I �.��a I: •� . O L'—:J r O 5 PROPSED ELEVATION 'A' scale- 1/4' = 1'-0' a PROPSED ELEVATION '8' Scale: 1/4" = 1'-0' O A-2A-2 O 5/64" IPE PURLIN 5/44' IPE PURLIN O O 2'x6' IPE JOIST 2'x6' IPE JOIST SEAL SIMPSON STRONG DRIVE SDWC156M TRUSS SCREW (3) 7 Y' MICROLAM LVL TREATED (3)GLUED Y'D ANDD SCREWEDOLAM LVL CREWED �i GLUED AND SCREWED Ix8 IPE CLADDING ° Ix8 PE CLADDING ��\� 0 STRO�s C' SIMPSON BC52-3/6Z POST CAP SIMPSON BC52-3/6Z POST CAP OR SIMILAR OR SIMILAR ' 04' ACQ POST Ix86PE CLADDING J, Q291S9 ST Ix8 IPE CLADDING 4F 14 Copyright 202I STROMSKI architecture,p.c.All rights YN' HORIZONTAL BOARD FOR PRIVACY SCREENING reserved.The Architect reserves the right to reproduce this 2' BETWEEN SLATS APPROX. 72' UP FROM SLAB TO LAST COURSE ° design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York o State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. SIMPSON ABU66Z POST BASE OR SIMILAR PROJECT NO. 2I-ARXOOI SIMPSON ABU66Z POST BASE _ _ _ _ _ _ OR SIMILAR SCALE AS NOTED DATE 4/IS/2022 —I I I—III—I I— I — I— 11-1 11-1 I I—III=1 I — I ° =1 I I—III—III I I—III—III—I 111 1 a o DRAWN BY TLD CHECKED BY RS ' x 6' MINIMUM EXPANSION BOLT 11-11 '�5ET WITH SIMPSON sET-xP EPDXY OR PROVEN EQUAL=II1—II I—III— TITLE -1 I I I I I I III 11111 1 1 1 1 1 1111 I I I I I I i I I I I I El I I=111=111=1 11 I I I=1 ==1 11=1 I 1=�1=I I 1=1 I =I I =1 I 1=1 _ ° ° —_— — _°_ __ _ _ _8 a — _ _ — i— �' II1=1 1=1 11=1 11=1 I I=1 I = I 1=I 11=�I=11 a 1 I I=1 1=1 11=1 I I 1 IIII—� 111 I III=III=III=III=III=111=1 I d a I 1=III 5ET WITS SIMPSON �I CSA I_I III—I I I_I I —III—III—I —I III—I —I= 11=91 - I I, III IIII I —III—I I — I I III- -III—III Per ola Plans 1=1 11=1 11= I I-1 11=1 11=1 11=1 1 1EE1 11=1 I I I I I-1 1=1 I I i ' ' I I 1=1 I -1 I I-1 I I-1 I I-1 I a I 1-1 11 1 I 1 1 I I i I- g ' —III-111=1II—I II=1I1—II1=111=1 —_ —III—II1—i -III—III—III—II1 1II I=1I I , Elevations Sections I- CONCRETE BBLOCK waLL WITH soL10= — I 1=Fii � °4III=1 11=� ;III=1 I I=1 I I=III=1 -1y i FILLED CORES 36 BELOW GRADE MINIMUM- — i—I I—i i I=III—III—I 1=1 1 1 1=1 11- —I 1=1 1=1 I I—III III=1 I—III & Details 1=1 11=1 11=1 11-1 I =I 11=1 11=1 11=111 I -1 I - 4III-1 —I I I=1 I El I -III=1 I I-1 I I—I 1EE1 1=1 I —I I I III—III a . III I—III—III—I I a III—III—I 11=1 11=III=1 11 1 11 I I I I I 1=I 11 _ I I 1=- SHEET —III—III—III—III— — — —I 1 —I I 1-1 -1 I I—III=1 1=1 11=1 11=1 1=1 11=1 I I I I 1=1 1 11 1=111 11= -� 1= I I—III =1_=1 I- -� I —I M I 1=I =1 = _ _ = I=-- - A - 2 L, , ,III III III I I 7 PROPSED SECTION 'A' Scale: 1/4' = 1'-0' I - A-2