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HomeMy WebLinkAbout1000-3.-5-5.3 RECEIVED FOR INTERNAL USE UNLY 22�r �t AN USE DF— l ERM114ATIOard SITE L. Initial QlaterMitnation Date Sent: f Date: ' 'e -t Narne: Pro) - Project Address: da- ZoningDist.0JU Tax Map-No.:1'000 - Suffolk County RequestS. rting documentation-as to - (Note: Copy of B-uildirig Permit APA (kation and suppo -proposed use or uses should be submitted.) ( � -Inif(al De1_enYiination as to Whether use is permitted: Ik2.q�ft - (an is required: ��An �-qu initial-alas to whether site p Signature of Building Inspector Planning Department(P-D•) RefeFral: p.D. Date Received: �= Date of comment:_ Comments: Signature of Planning Dept.-Staff Reviewer Final Dot errnina1ion Date: [. Decision: ()f Rrfikiina lnsnncfnr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ti 9 Telephone 631 765-1802 Fax 631 765-9502 htt s//www.southoldtownn ov �s' P t ) t ) P � �� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only LTJ L, PERMIT NO. Building Inspector: MAY ® 3 2022 Applications and forms must be filled out in their`;entirety.Incomp'le'te-'-`- BUILDING DEPT. TOWN,OF SOUTHOLD applications will not-be accepted.;Where the Apphcant.'is not the owner,an ' Owner-!.Authorization form(Page 21 shall be completed. Date:4/26/2022 OWNER(S)QF-PROPERTY:, Name:Fishers Island Development Corp SCTM#1000-3-5-5.3 Project Address:East Main Road Phone#:631-788-7251 Emdil:jcfinan@fiuc.net Mailing Address:Po Box 604 Fishers Island NY 06390 CONTACT PERSON: Name:John C Finan Mailing Address:Po Box 604 Fishers Island NY 06390 Phone#:631-788-7251x2005 Email:jcfinan@fiuc.net DESIGN RROFESSIONALINFORMATION: 71 Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION[ - . Name:TBD per Completion of Bid Process Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $35,000.00 Will the lot be re-graded? SiYes El No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORNIATIO.N Existing use of property:Outside storage of equipment Intended use of property:Storage Building to store equipment Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-1 20 this property? ❑Yes ©No IF YES, PROVIDE A COPY. 1 Check Box After Reading:'The owner/contractor/design professional,is responsible for all drainage and storm'water issues as p% rovided by ` Chaptei 236 of the Town Code:"APPLICATION IS.HEREBY MADE to the Building Departoient for the issuance'of a Building Permit pursuant to the Building_zo_ne . Ordmance'of the Town of.Southold,Suffolk County N6v.Y6rk and othe,e applicable.Laws,Ordinances or Regulations,for the construction of buildings, additions alterations or for removal or,demohtlon as herein described Theapplicaritagrees to comply with-all applicable laws]ordinances building code,• tiousmg'code and regulations'and toadmit authorized inspectors on'premises'and'in building(s)for necessary mspeitions:4alse'statements madefierein ar-J punishable a§a Class A.misdemeanor pursuant to Section 210.-45.0 f_4fie New York State_Penal Law., Application Submitted By(print name):John C Finan (]Authorized Agent OOwner Signature of Applicant: Date: 4/26/2022 STATE OF NEW YORK) SS: COUNTY OF AP f yy ) yty\ being duly sworn, deposes and says that(s)he 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 -(AV day of /eve 20JASAda 6t.� ? ••... �{gtar Publico 1 u , Qualified m Suffolk Cou Y c _ Notary Public-State of New York s S � m ' - No.GIDR6350454 El m O _ Uy commission Expires November 07,2024 PROPERTY OWNER AUTHORIZATION : ji' (Where the applicant is not the owner) '�,b`' "' ����6�` ','0�eeeelt ``` I. residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as describ9d herein. ,�L� - - A?242Z- 0 caner' ' nature Date Print Owner's Name 2 � TEST HOLE DATA - / •�^ GHOGOI�OU�1T J TEST HOLE DATA \ J N F \ \ BY: RH STROUSE P.E.L.S. DATE: 03/19/2019 ,. 25-9 CL HENRY L. FERGUSON \ \ 30"-342"TSANDIY SUBSOIL zs-e \. GOY �' c E 23-10 •G) L MUSEUM INC. 42"- 95" POORLY GRADED SAND `� o 2'5-11 25-7 W .'_ cp U "VACANT LAND" 95"- 17' POORLY GRADED FINE SAND W/BOULDERS V �' F- o F S SEEPS AT 9' 28-s P25n6 NOT A PM DEM "� `-� U o a) EXPECTED HIGH GROUND WATER AT ELEVATION 12f 26-5 3-1-6 ��� C = N c) rn S \ SOIL CLASSIFICATIONS LU 'C "- r o 41 '09. F \ 28-9 28-4 c / L co > 0 + PIA- PLYMOUTH LOAMY SAND - 0-3% SLOPES w •o 0 EXISTING ,�61� PTB- PLYMOUTH LOAMY SAND - 3-8% SLOPES ? 26-7 28-� 25-5 1M moo• N 58'21'00` E ERUSH j 26-3 Q 1� c1Y h N 5.02cn UNE DRAINAGE CALCULATIONS 28-6 I ••\_�.• 25— o N NSF \ 25-4 O _ N 2 2 N:5068.73 \ LIMITS OF DISTURBANCE =1 • L U W W CU M BERKELEY E:2181.36 17.000 SQ. FT. ROOF AREA = 4,032 SQ. FT. I . � `. . > (n �' E o BAYNE SOPER \ / (n o ° T ,. REQUIRED = 4,032 SQ. FT. X 1.0 X 2 12 = 672 CU. FT. 30-1 - ::::i. i:al ,iii ; 25-2 > `— N l 30-3 : r'.^ SINGLE FAMILY J' app• ` 672 / 1.5 = 448 SQ. FT. REQUIRED f$£ '' 25-3 Q M a��o RESIDENCE �� `L, 1 PROVIDED 2 INFILTRATION BASINS 25 X 10 = 500 SQ. FT. PROVIDED 30-2 M \ n w .:::::::::: . in IV19 30-4 •moo. �' \ 22TYPICAL PLANTING AND SEEDING FOR INFILTRA71ON BASINSs (� C F 0' ��� 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX B0 21-3 J u' cA 3 3o-e 3o-o _ REMOVE WOOD CHIPS AND NEW ENGLAND WETLAND PLANTS, INC. O �"`� TOPSOIL PROVIDE GRAVEL O mm` FILL AND STONE PAD AS 2.MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA 30-13 DN 3a-9 RECOMMENDED BY THE 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA t ��' �'��"�� \\ MANUFACTURER. GRADE AREA TO 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI 3o-6 -. 21-4 � ' DUND) � . \ \ � � INFILTRATION BASINS 5.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA Q \ 0 O 30-14 30-7 30-15 o l 21-5 S 26'42'40' E \ �, 2� \ LOCATION MAP SCALE 1 "=400' 6�1a�g j 21.09 5 \ �2 o \ r\ LIMITS OF DISTURBANCE PROPOSED CLEAR SPAN 17,000 SQ. FT. MAP REFF_'RENCES l% PROVIDE 25' x 10' x 18" STORAGE BUILDING \ w " �\ DEEP INFILTRATION BASIN 4,032 SQ. FT. \ ` p '•� \� (SEE PLANTING SCHEDULE) 0 1. SURVEY MAP PLAN OF PROPERTY TO BE CONVEYED TO BERKELEY �I J rr• :p„,` / •�� \\ \ BAYNE DOPER BLOCK 26 LOT 1 FISHERS ISLAND NEW YORK SCALE PROVIDE 25' x 10' x 18" DEEP v ` ---, (` 1"=100', DATED: DECEMBER 20, 1994, SHEET 1 OF 1, PREPARED s s, \ INFILTRATION BASIN BY CHANDLER, PALMER & KING (SEE PLANTING SCHEDULE) `ll Q��\ r. ,w''....... of Gn, e`... rye' s it �� \ PROVIDE A CONTINUOUS 1. THIS: SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE LINE OF SILT FENCE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE EXIST. MAINTAIN THROUGHOUT CONSTRUCTION PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR �4 / ZIP SHEWi. EXCEEDS THE SCOPE OF THE ENGAGEMENT. / � STAGING AREA > \ 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY Hs1, ?8 , \ CTEST HOLE S \ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED �Q O2 . ¢ r �\os 200 y2• Ary \ LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. Q BOUNDARY O O+� �32� Orf ww1 RSO VE / / I 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND REMOEXISTING 22 • 1v I / SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL 0 SHED PLATFORM 0 I SF \ 1 ARE THE PRODUCT OF THE LAND SURVEYOR. " ---- " EQUIPMENT AND (� MATERIAL STORAGE \ z 100 50 0 100 '� / N/ \ ' 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND O aQ G 1 S \ GEODETIC SURVEY TRIANGULATION STATION NIN 0 GRAPHIC SCALE IN FEET STOCKPILE 0 \ I U 5. SITE. IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX Z Y AREA MAP 1000, SECTION 003, BLOCK 5, LOT 5.3. Z Z < of _____________ — o/ \ / 6. TOTAL AREA = 8.81 t ACRES. W 7. SITE IS LOCATED IN ZONING DISTRICT R-120, F- O jJ w EQUIPMENT AND W 4- L-�_ Z MATERIAL STORAGE 8. PROPOSED % OF LOT COVERAGE- 1% � 0 Q Z 4" MINIMUM TOPSOIL & SEED. ____ r ��`� ``� �/ Q_ L Q Z PROVIDE DEGRADABLE f EROSION CONTROL MATTING SF i I �' `� �� �1g� / W < w0 O FOR STAEILIZATION AS REQ'D , / / ��' I `�\\\ `�\\ / / Ljl L o L W � SILT FENCE o Of Lu a MAX• EXISTING ' EQUIPMENT AND Imo\ ��� / ``��- BRUSH EXISTING FF— _ C) > MATERIAL STORAGE I �-' (n (n Lv `�' BRUSH i PERMEABLE SOIL MIXTURE •• '; '• - t 18" MIN. OR TO SUITABLE LINE j / j I ��` ��\ LINE WOVEN WIRE FENCE (MIN. 14 Z (n >:'�:' '',•. ,•..: •_. / GAUGE W/ MAX. 6 MESHIx 0 40% SAND, 20-30% TOPSOIL, FREE DRAINING MATERIAL �/ / I �\ _` SPACING) Q & 30-40% COMPOST ` / J CL Ld SEE PLANS \/r I �► \j // \ / 10' MAX. CE - U O LATER TO CENT 36" MIN. LENGTH " ��O• INFILTRATION BASIN / \ j ;�I R FENCE POSTS " V / DRIVEN MIN. 16 NOT TO SCALE INTO GROUND W O 1 ) CONTRACTOR MAY INCLUDE NATIVE SAND MATERIAL FROM EXCAVATION IN tiry EX it it BRUSH I � THE PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED LINE 'A WITH LOAM & COMPOST TO FORM A HOMOGENEOUS BLEND, AND / REPLACED TO GRADE. ; I itI I I i I BENCH MARK � /;7 HEIGHT I OF FILTER \ 2) PERMEWATERABLE QUALITYLBASINURE SHALLAll NOT BE 43E PROTECTEDMPACTED AND THE FROM HEAVY EQUIPMENT �r IRON ROD I l; / \\/\\//\//\�/\\\\\\\ \\ \ \ \ ( = 16" MIN. m \ Q TRAFFIC THROUGHOUT CONSTRUCTION. \ r / ELEV. 1 8. 1 I 'h I EQUIPMENT AND X r MATERIAL STORAGE 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE \ i / �o� 6" MIN. o PERMEABLE SOIL MIXTURE IF ESCS CONTROLS ARE NOT INSTALLED & i i / I // F / Z L MAINTAINED AS INDICATED. / i r o' \ i W i �/ / i I PERSPECTIVE VIEW w WOVEN WIRE FENCE (MIN. 14 �I — O 1/2 GAUGE W/ MAX. 6 MESH > SPACING) WITH FILTER CLOTH w \ C 36" MIN. FENCE POST I o w UNDISTURBED FLOW I oGROUND wa '— COMPACTED SOIL z �lcl l EMBED FILTER CLOTH_-/ a w A MIN. OF 6" IN GROUND 'Z / / / �/\ 4"O / F- 3 A .'� ' ' // �/ ;/ // SECTION VIEW o N SITE PLAN 000 CONSTRUCTION SPECIFICATIONS 00 a 00 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH m oN c: 0!� Of 0 I WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. t- 6 0 0 � ­30 z Z w � EL GEND 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITHo o v-i Q w o0 w \ / / ► PROPERTY LINE TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE � 0 o o v o ABUTTERS LINE __ WOVEN WIRE, 6" MAXIMUM MESH OPENING. I EDGE OF PAVEMENT 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY DATE: 04/16/2019 EDGE OF GRAVEL ------------------- SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH Il i i EXISTING CONTOUR --- 96 --- SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED SCALE: AS NOTED N60- 609b / �/ i ► PROPOSED CONTOUR 100 EQUIVALENT. �SO�ly / TREE LINE 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED PROJECT: # 2019808 QUALITY CONTROL CERTIFICATION ' r EQUIVALENT. NOW OR FORMERLY NIF (� GROUP REVIEWED DATE \ � � � � L` r PROJECT MANAGER / ; REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.BOUNDARY POINT O 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SURVEY \ I SHEET ENVIRONMENTAL \ i I 20 10 0 TOWN OF W)TH O \ I / BUILDING DEPT: CIVIL 1 OF 1 STRUCTURAL ARCHITECTURAL GRAPHIC SCALE IN FEET I FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT TEST HOLE DATA - r• -., V ZONE IV ALLOWING A DISCHARGE OF 600 G/D/ACRE. TEST HOLE DATA G OCOMOUNT \ THE AVAILABLE ACREAGE IS: BY: RH STROUSE P.E.L.S. DATE: 03/19/2019 25-9 _ � N/F \ \\ 8.81 t ACRES 0"- 30" TOPSOIL COY HENRY L. FERGUSON 25-a • 8.81 ACRES X 600 G/D/ACRE = 5286 G/D ALLOWED 30"- 42" SANDY SUBSOIL 25-10 \ i E MUSEUM INC. 42"- 95" POORLY GRADED SAND SP "VACANT LAND PROPOSED- " 25-11 25-7 w a 0 95 - 17 POORLY GRADED FINE SAND W/BOULDERS SP � C �' _ � STORAGE BUILDING- 0.04 G D SF X 900 SF = 36 G D. V I- o S S / / / SEEPS AT 9 28-5 P%-6 NOT� 0 • G� Y U 2 co a� EXPECTED HIGH GROUND WATER AT ELEVATION 12t 28-a 3-1-6 c «+ °� °' ¢�► \ MINIMUM SYSTEM REQUIRED- 300 SF - c SOIL CLASSIFlCATIONS + W = E T c' cn 26-9 26-4 3-� V RS41 c N N \ PIA- PLYMOUTH LOAMY SAND - 0-3% SLOPES Uj Q o _ E N o " PIB- PLYMOUTH LOAMY SAND - 3-8% SLOPES 28-� 25-5 a o N 21 00 E 26-1 58' 5.02 DRAINAGE CALCULATIONS 26-5 - - N F \ :: V v o �, N N:5068.73 25-4 N 25- ._ i W N BERKELEY N U LU M ROOF AREA - 900 SIE.2181.J6Q. FT. L T _1 r Q L Q T AY E SOPER B N - R REQUIRED - = 30-1 " I :: \ EQU ED 900 SQ. FT. X 1.0 X 2/12 150 CU. FT. 30-3 :,....: „ 25-2 = N SINGLE FAMILY J' A' \ 150/ 1.5 = 100 SQ. FT. REQUIRED ':: -` o-i ;' Q i Oo V1 • s " 25-3 M 00 1 ao PROVIDE F P 1 INFILTRATION BASINS 10 X 15 x 18 DEEP 30-2 ?I ti :.::::::::::::::::::::::::: ::::::::: : M RESIDENCE W 150 SQ. FT. PROVIDED � .......: O ti REMOVE WOOD CHIPS AND 4 O 30- 4 C/ I TOPSO L PROVIDE GRAVEL F \\ FILL, CONCRETE FOUNDATION <, V C AND CONCRETE SLAB AS a CU RECOMMENDED BY THE 30-6 30-10 3 21-3 J �19 '�, BRUSH EXISTING MANUFACTURER. GRADE AREA TO b --�� ?� ��IS• g'r �'L9 \ \ LINE INFILTRATION BASINS 30-13 �.• 1 \\ PROVIDE 1500 GAL 3o-a 30-9 .tt 21-4 SEPTIC TANK (SEE DETAIL) / \ 30-14 .q \ 0 f O+ 1­1 PROPOSED 1 CLEARSTORY SPAN ,._� 30-15 �0 C Op ` I y STORAGE BUILDING W/CONCRETE SLAB 21-5 900 SQ. FT. -� STOCKPILE yo/ s 26°4240• E �, FF Eu_v 2225 �2� ( AREA LOCATION MAP SCALE 1 =400'. �2�,�•y \ Jr �a, 21.09 \\ AS LIMITS OF DISTURBANCE ;a \ \ \ PROVIDE 15' x 10' x 18" I ti0 p 12,500 SQ. FT. DEEP INFILTRATION BASIN GS�OP (SEE PLANTING SCHEDULE / A0 1. SURVEY MAP PLAN OF PROPERTY TO BE CONVEYED TO BERKELEY \ SHEET 2) / \ PROVIDE 6- 4.75' X 8.5' X 24" BAYNE SOPER BLOCK 26 LOT 1 FISHERS ISLAND, NEW YORK, SCALE i by i / ,. CONCRETE GALLEY 11"=100% DATED: DECEMBER 20, 1994, SHEET 1 OF 1, PREPARED Q i 3' UNITS- PROVIDE RISERS '�- � • �� � � � �\ �O\ Q � / 3dt t 3 S \ OR ACCESS TO ALL UNITS. BY CHANDLER PALMER & KING a; PROVIDE HEAVY DUTY `fla LOCKING CAST IRON r r . t r` F i z �' •d''I, IV I I ? O. \ -� COVERS TO GRADE. Nay 9' (SEE DETAIL) . F. 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE � / �•� N O O PROVIDE A CONTINUOUS INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE gbh 600 �\ g' O \ LINE OF SILT FENCE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR \Z a " MAINTAIN THROUGHOUT EXCEEDS THE SCOPE OF THE ENGAGEMENT. p `, r PROVIDE - 1-1/4 CONSTRUCTION z CRUSHED STONE ' \� �' \ r _J L J 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 6 ��`�8A• I / °'\ P OVIDE \%_ �EXp�S10N �� c�F \ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 1� `� p0 y2 A DIS IBUTION v / LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. \ �Sp I 1 �` 4. 2. 3.gp" W R Q ��� ^ 22 / BO)( \ 3. ONLY COPIES OF THIS R BOUNDARY � � w1 � 1 ^ � REMOVE EXISTING / 20.8 x � SURVEYOR'S SU VEY MARKED WITH THE LAND � SHED PLATFORM / TEST HOLE SF \\ ARETHE PRODUCT OFETHE AND AND AN OSUIRIVEYOR.NAL CD MBOSSED OR INK SEAL OVIDE SROLATIONS \\ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND c) Q z 100 50 0 100 / 1 /`� VALVES \ ' GEODETIC SURVEY TRIANGULATION STATION "NIN" EQUIPMENT AND W/COVERS TO \ l O GRAPHIC SCALE IN FEET A\ P / MATERIAL STORAGE SF GRADE-(BOTH LINES)AND WHEN EXPANSION 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX Z Y � STAGIN AREA ' j IS NEEDED MAP 1000, SECTION 003, BLOCK 5, LOT 5.3. z �-- w z O - ------------ �o� \ / 6. TOTAL AREA = 8.81 f ACRES. a- w >_ SF _ Q �` 7. S',E IS LOCATED IN ZONING DISTRICT R-120. ~ O l�I W L,J --- ` EQUIPMENT AND �-�� W Z LL Z / I - - �\ MATERIAL STORAGE / 8, Pr'\ POSED % OF LOT COVERAGE- LESS THAN 1% C) (� Z Q 0- w Z PROVIDE i ,�' `� � �. O � � Z c� 9. BASE FOR ELEVATIONS-NAVD88 J Q W g CONCRETE / / �'�' S `•� ` \�� `'�9 W 0- Q (n F- WASH-OUT PIT / ` �\ // LIY O i EQUIPMEt T AND `� p � o i MATERIAL TORAGE `� �� 0' Of EXISTING W W 10 W PROVIDE A 1500 GALLON REINFORCED PRECAST SEPTIC TANK- OVER DESIGNED PER EXISTING / / ��/ \ ` BRUSH I= 2 0 Lli APPLICANT (SEE DETAIL). BRUSH / / \ �\ LINE E PROVIDE A CLEAN-OUT 2' FROM BUILDING (SEE DETAIL) LINE W i / / Z (n CAST IRON PIPE MUST EXTEND AT LEAST 2 FT. FROM FOUNDATION WALL i PROVIDE NEW WATER I \ �� i -�8� Q Q Q PROVIDE A DISTRIBUTION BOX i SERVICE. COORDINATE / `'- J Q PROVIDE 6- 4.75' x 8.5' x 2' LEACHING GALLEYS. \/� WITH Fl WATER WORKS I \ / ` / Ld f� PER SCDHS EACH UNIT PROVIDE 53 SQ. FT. OF LEACHING AREA- j / ; \\ / ................._............_.........._..........._......_....._...._......._....... _.._.._......__.....__......................................................................................................................_..._.._....... ...__..-._......_-......__..........._.........._...._............._...� (n (, 0 ?x. 53 SQ. FT. PER UNIT X 6 UNITS 318 SC', FT. PROVIDED 300 SQ. FT. REQUIREDry `` c l�0• USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT. 3 \ t'O BACKFILL MATERIAL SHALL BE 1-1/4 STONE �' I BENCH MARK BOTTOM OF GALLEY UNITS SHALL BE A MINIMUM OF 3 �. Q ABOVE HIGH SEASONAL GROUNDWATER. ti i I / ; IRON ROD W SEPTIC TANK, AND LEACHING GALLEYS SHALL BE TRAFFIC BEARING TO MEET /, EXISTING /` 1 1 ELEV. 8. THE REQUIREMENTS OF AASHTO H-20 LOADING. LINE I W' I ► I I INVERT AT BUILDING ELEV.- 21.00 i \ / I ' I _ \ SEPTIC TANK INLET ELEV.- 20.5 �\ SEPTIC TANK OUTLET ELEV.- 20.25 0 I / EQUIPMENT AND \ DISTRIBUTION BOX INLET ELEV.- 20.0 W I I MATERIAL STORAGE Z DISTRIBUTION BOX OUTLET ELEV.- 19.83 i > / / ► I / U) _0 tiY INLET OF GALLEY UNITS ELEV- 19.0 I ' ~ BOTTOM OF GALLEY UNITS ELEV.- 17.5 PROVIDE NEW I �/ / ill // + O \ BURIED UTILITIES w Klan - _ \ r / APPROX. LOCATION /i j o V) k p � / EXISTING 4" WATER MAIN re Of 0 Ile N Z \ q D /' LoLfj 3: 1.jj d a 00 00 � �� ;' / SITE PLAN C14 Lf) CIO 00 , U Z W Ii LEGEND W 0 Z Y I PROPERTY LINE cr 0 w of Y_ ouj / / S ABUTTERS LINE EDGE OF PAVEMENT DATE: 12/16/2019 EDGE OF GRAVEL ------------------- I I ___ 18 H sar�3 EXISTING CONTOUR --- SCALE: AS NOTED ?3S / APPROX. LOCATION / ► ► PROPOSED CONTOUR 22 0* EXISTING 6" WATER MAIN 1 QUALITY CONTROL CERTIFICATION ' / TREE LINE ma 8 2022 PROJECT: # 2019808 GROUP REVIEWED DATE / i I NOW OR FORMERLY N/F PROJECT MANAGER \ + kk / i BOUNDARY POINT SURVEY \ I / 1 I BUILDING DEPT. SPOT ELEVATION 20.8 X TOWN OF SOUTHOLD SHEET ENVIRONMENTAL 1 ' I CIVIL I ; 20 10 0 20 1 OF 2 STRUCTURAL ARCHITECTURAL \ I w� / I j / GRAPHIC SCALE IN FEET I U J J SILT FENCE °' •_ .. co „ WOVEN WIRE FENCE (MIN. 14 r +a p 0 102 GAUGE W/ MAX. 6" MESH •_ ("�j Y I- o G SPACING} 4" MINIMUM TOPSOIL vSEED. 9coa�_ •a+ LL o (D 10' ROSIONOVIDE DEGRADABLECONTROL MATTING W .� - r o c --------------------•---------------------------------------------------------------------------------------------------- MAX.MAENT XERT FOR STABILIZATION AS REQ'D V c a) I- a) 0 � 0 0 0 � I 0 CENTER 36" MIN. LENGTH (n L U E FENCE POSTS .t, .>, W Q 0 (( )} II DRIVEN MIN. 16" w 2:4y > L o y 0 �/ 0 � INTO GROUNDcu a MAX. Q °� ' c (V I > J, � t cncc _ — FM FM 0F � 0 I'I o � PERMEABLE SOIL MIXTURE 18" MIN. OR TO SUITABLE O .� �' �j W z N 40% SAND, 20-30% TOPSOIL, r r ~, .r i:. FREE DRAINING MATERIAL �+ r L T , & 30-40% COMPOST N rn i HEIGHT co �O cv OF FILTER SEE PLANS Q CC) W 16" MIN. � coco INFILTRATION BASIN p� NOT TO SCALE GALLEY DETAIL / 6" MIN. NOTE., V J 1.) CONTRACTOR MAY INCLUDE NATIVE SAND MATERIAL FROM EXCAVATION IN PERSPECTIVE VIEW THE PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. WOVEN WIRE FENCE (MIN. 14 SII 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE 1/2 GAUGE W/ MAX. 6" MESH WATER QUALITY BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT SPACING} WITH FILTER CLOTH z TRAFFIC THROUGHOUT CONSTRUCTION. 6•. .d-. CONCRETE F` v2 36" MIN. FENCE POST o 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THEENCASEMENT04 UNDISTURBEDPERMEABLE SOIL MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & 'FLOW GROUNDMAINTAINED AS INDICATED. ' MEEDDIING .` COMPACTED SOIL \% Z S SECTION A—A CONCRETE COLLAR TO BE USED IN UNPAVED AREAS ONLY / , / o TYPICAL PLAITING AND SEEDING FOR INFILTRATION BASINSlo PLAN NEW �� 4 ° a CAST CONCRETE EMBED FILTER CLOTH \�\\��/\\\/ o F-F-� COVERS A MIN. OF 6" IN GROUND 1.SEED MIX — NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, CLEAN ou°Ns n�i BE AN BODY hu; a 4" NEW ENGLAND WETLAND PLANTS, INC. a•. FERRULE WITH BRASS SCREW PLUG 1 �? r a' 2.MEDIUM SHRUB — BAYBERRY, MYRICA (MORELLA) PENSYLVANICA NOTE: �., I' I v ENTIRE WYE SECTION TO BE 3.MEDIUM SHRUB — SWEET PEPPERBUSH CLETHRA ALNIFOLIA I I ENCASED IN CONCRETE 'J SECTION VIEW 4.LOW GROUNDCOVER — BEARBERRY ARCTOSTAPHYLOS UVA—URSI a <, A 5.MEDIUM GROUNDCOVER — SWEET FERN COMPTONIA PEREGRINA t CONCRETE ENCASEMENT �f.v,. CONSTRUCTION SPECIFICATIONS \ TRENCH WIDTH o ,e 30' ELBOW 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH SERVICE LINE WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. • o ee BEDDING � ° a ° a 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH -7 v4 •° A MATERIAL TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE 2' C.I. (MIN) Z WOVEN WIRE, 6" MAXIMUM MESH OPENING. ELEVATION 0 KNOCKOUT INLET & PLAN 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY STANDARD CLEAN-OUT DETAIL OUTLET OPENINGS SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH NOT TO SCALE SHALL BE EITHER FILTER X. MIRAFI 100X, STABILNKA T140N, OR APPROVED Q EQUIVALENT. CAPACITIES A B C 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED O (� EQUIVALENT. Q- z 1500 GAL 75.5" 58.5"155. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL O O Q REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. U 0 HEAVY DUTY AND LOCKING z Y CAST IRON COVERS TO GRADE zF- w m QPOPo Lj >- 8" TRAFFIC I _ j Ld BEARING TOP I L? Li z CD 2 4 �i gyp. o 0 z o Q ti 171-1 of w J z 0 9s � w INLET ° a° per/ OUTLET BAFFLE WALL s'� a (] w E a 14 >a 02 w w 4" DIA. 1 4" DIA. I�U� Q �W SDR 35 PVC Q a g°° SDR 35 PVC PIPE- PITCHED 2/3 CAPACITY PIPE- PITCHED STRAW BALE BINDER FINER z QY w 0 MIN. 1/4"/l' MIN. 1/8"/l' WIRE Fqe :5 w A- PLASTIC LINING RIC (n u NATIVE MATERIAL — Q 0 (OPTIONAL) CONSTRUCTION ENTRANCE (n 11 ° a a NOT TO SCALE Illy- LaJ CROSS SECTION SECTION B—B = WOOD OR NOT TO SCALE METAL STAKES Li 1500 GALLON (2 PER BALE) ' m 2 COMPARTMENT H2O RATED I SEPTIC TANK � � • � • � • � • I NOT TO SCALE . I( o 10' MIN B �d � d 6 z a i O 0 W _ w 0 0 i U VARIES > un w Lo rd ( dCN i o N �d ( d _a..- o ...bi o i O LOCKING CASTING —� j Z I TO GRADE PROPOSED GRADE PLASTIC J STRAW BALE i LINING PLAN (TYP) Q NOT TO SCALE ENDCAP TYPE LEVELING DEVICES ; QLn CONCRETE WASHOUT PIT I 0 cn 0 00 o rn MIN. 4' X NOTES: ( 3 - u m 0 2" MIN. ABOVE INLET 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL CONSTRUCTION LARGER PROJECTS OR PROJECTS REQUIRING OUTLET INVERT 2" MIN. , I o 0 0 z Li PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, , W ui Z z Y 0 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). o w = o Lj I 0_ O] � � U UJ_ li 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM DATE: 12/16/2019 PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES BAFFLE REQUIRED IF INLET PITCH EXCEEDS 75% OF ITS CAPACITY. j SCALE: AS NOTED 1/2" PER FOOT 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT j PROJECT: # 2019808 QUALITY CONTROL CERTIFICATION OF WASH WA-ER. GROUP REVIEWED DATE PROJECT MANAGER TYPICAL DISTRIBUTION BOX SURVEY NOT TO SCALE SHEET ENVIRONMENTAL CIVIL 2 OF 2 STRUCTURAL ARCHITECTURAL GENERAL NOTES 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE INTERNATIONAL BUILDING CODE 2015 AND THE 2016 NEW YORK STATE BUILDING CODE. DESIGN ACCORDING TO AISI S100-12, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL. STRUCTURAL_ MEMBERS, AND WITH ANSI/ASCE 7-10. 2.. NO LOADS OTHER THAN THOSE GIVEN UNDFR "DESIGN 11 3O'-5" 30'-1.5" LATA' BELOW SHALL BE IMPOSED ON THE "STRUCTURE" 12 3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS i SHALL TAKE PRECEDENCE OVER THE BUILDING MANUAL �^ SUPPLIED. I 4. THE BUILDING, INCLUDING THE FOUNDATION, MUST BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE DRAWING AND ERECTION INSTRUCTIONS. ANY DEVIATION, UNLESS APPROVED BY US IN WRITING, SHALL NULLIFY OUR I CERTIFICATE AND SEAL AND SHALL BE THE SOLE RESPONSIBILITY OF THE ERECTOR. 5. A PROFESSIONAL ENGINEER SHOULD BE RETAINED ! WHERE SITE INSPECTIONS ARE WARRANTED. L 6. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS IT Col IS TO ACCOMMODATE AN ACCESSORY PROVIDED BY THE MANUFACTURER IN ACCORDANCE WITH ITS INSTRUCTIONS I AND/OR. THIS DRAWING. r -; 7. MINIMUM SEPARATION FROM THIS BUILDING TO ANY TALLER BUILDING MUST BE THE SMALLER OF 20 FEET I AND 6 TIMES THE HEIGHT DIFFERENCE. FOUNDATION NOTES NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE CONDITIONS MAY REQUIRE A STRONGER FOUNDATION, WHICH MUST BE DESIGNED BY A LOCAL ENGINEER. 11 q11 11I 1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST ----------------- --- ALL ROTATION AT THE BASE OF TIE ARCH. 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT APPRECIABLE SETTLEMENT. PEAR ELEVATION SIDE ELEVATION ELEVATI❑N DESIGN DATA {MATERIALS} L CONCRETE F'c - 2500 PSI ca 28 LAYS, ACI OVERHEAD DOOR TO BE DESIGNED 2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, ASTM A615 -- AND SUPPLIED BY OTHERS 3. W.W.R. Fy = 65 KSI, ASTM A1064. 4. W.W.R. 6x6 - W1.4xW1.4 1 DooR SCHEDULE ARCH DATA 24" 025" 2,Z5,' 5" 24" OI 31"w x 80"H I I I - #4.__@_ 1S` CTC 1p .W,R, SERVICE DOOR TO BE L_OCAIED AND 4" (r�lin) N? FIELD CUT ON SITE BY OTHERS. J r I I li I _ 1 i 12" tong j { = 020 —._._. _.._._ ENDWALL DATA .. F 1,875" SEC -p A� - I 120, b al rvi t = O.b34' t = 0.03" �� " jU ! BOL'T'S: SAE GRADE 2 O AR S[M A307 l _...._..._..--. ... - -....._..........-...........---.._......._.-........_..__._.._.__.........._....__...--------...__._._._...-....._...._...-...-- - # stirrups ST _ - _E E _ _ _ _ _ - -�' ARCH _ L THICKNESS SEE PROFILE i 3 sti ups R 18" CTC :, j j I I i I ENDWALL STEEL T14ICKNESS = 0.03 in. - � I ` _ GALVALUME SHEET STEEL --' �< 1 = 120" 1 = 12 0" STRUCTURAL QUALITY ASTM SPEC'FICATION A792-10 1c" 6-#4 t = 0.04" t = 0.04" 55« ALUMINUM-ZINC ALLOY (HOT DIP COATING) i FO 'l) I � ASTM A792 GRADE 50 CLASS 1 rr-��- - 50 KSI MINIMUM YIELD ' SEC t . A 65 KSI MINIMUM TENSILE HSS SECTIONS SHX.L. CONFORM TO: WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOR OR ASTM A500 GRADE B (Fy = 46 ksi) THE REINFORCING STEEL, AND/OR RAISE THE TOPS OF THE '-OOTERS w SECTIONS SHALL CONFORM TO: ABOVE THE FLOOR OR BUILDING FAILURE MAY RESULT ASTM A992 GRADE 50 (F = 50 ksi) Q q q I = 71.44" I = 71.44" OTHER SECTIONS SHALL_ CONFORM TO: ..... ... _._._...__.._..._....... .._...._..,. Minimum Concrete Cover: (a) Concrete Cast against earth: 3ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE 7-10:" /b Concrete to weather: ROOF LIVE LOAD (PSF) = 20 } oncreexposed o earor weaPg: GROUND SNOW LOAD (PSF) = 30 No. 6 through No. 10 bars: 2" Ce: EXPOSURE FACTOR 1.0 No. 5 bar and smaller: 1.5" Ct: T'HERMAI. FACTOR =IMPORTANCE FACTOR (SNOW) = 0.8 1.0 (c) Concrete not exposed to earth or weather: 0.75" ARCH PROFILE CATEGORY 1/AGRICULTURAL BUILDING Pnet: COMPONENT WIND PRESSURE (PSF) _ +/- 31 V : BASIC WIND SPEED (MPH) = 127 Kh: VELOCITY PRESSURE EXPOSURE = 0.85 WIND EXPOSURE CATEGORY = C 3r'-5.5" 11 11'--2.5" 1 PCS 10' 9'-2.5" SEISMIC DESIGN CATEGORY B r, 0 4.'25'_ — — — — — o .-moi:-- -t o ,2' 12' 12' 25 - L7 LLP Or ARCH C NE OR -- ---- ----- CD j Co °` ° IIp 00 Co I 5/8" DIA. HILTI KB3 ANCHOR I n UI to I (ICC-ESR-2302) OR rnl ( EQUIVALENT I C___j I� j o 0 3/8' x 3/4' GRADE 8 BOLTS ¢D I I E P r- 1/4"x1-3/4"x1-3/4' ( N CONNECTS ARCH PANELS TO CGNNr'CT�:l _ Q STEEL WASHER ASTM I L 'i I �� r-) F436 OR EQUIVALENT I I, z -j E3 I ( I v U ARCH CONNECTOR ENDWALL CONNECTOR LIP z O ........._ o _......._ / - --- - p loll 0 ft 8.75" I I CONCRETE < m j F N II LIQ FOUNDATION II I ( � q CHANDER P. NAWIA r.�L CONCRETE U Jx R ( j EMBEDMENT 7423 HOLLOW RAGE DFL I U -- SEC C-C SEC D-D o o.8/s' ,.a7s �Yy HOUSTON, TX M95 U I I s • CO ANCHOR BOLT In Oil I DETAIL I ;' CORNER DETAIL - INDUSI-PIAL FOUNDATION a I I LEGA' NOTE \ Th:s drawing is the property of Future Steel Buildings Intl. P P• Y ?' Corp. Any duplicotlon of this drowina in whole or in L i C l i port is strictly forbidden. AnyonF doinq so will be o —�— J 0 pros tha law. 875„ — 4.25" I� SLY prosecuted under the full extent of 'the o....._.._� 0 1.575" �� k VI :SNS:._._......__._..__...................._..._._.._.._._..-'- ' 1. 5' LENGTH OF F❑UNDATI❑N STRV 0 o a _ o 0 O' 30'-5.5 31 belts ct 12" staggered spacing 30' J� e e I M a s t e r- Buildings z.i5" 220 Chrysler Drive, Brompton, Ontorio, Condo, -13S 6B6, Ph— (905)790--6500 N.T.S. P.G. LtJ SCALE: APPROVED BY: s. FII UN DATION PLAN INDUSTRIAL BASE CONNECTOR LAYOUT GCT. 24 2019 T.G. �_ CD �,�"' � = DATE: CHECKED BY: CHRIS FINAN PROJECT: �FpF 530-,• FI:SHMS 1SLAND, NY __._. _._._..._......__.._._...................._..._.........._..._....._...._.................................... _._.. CFESS\�QCT X19 S30-17 81-55692 l• MOOEL: DWG: GENERAL. NOTES I. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE INTERNATIONAL BUILDING CODE 2015 AND THE 2016 NEW YORK STATE BUILDING CODE. DESIGN ACCORDING TO AISI S100-12, NORT'i AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL. STRUCTURAL MEMBERS, AND WITH ANSI/ASCE 7-10. 2. NO LOADS OTHER THAN THOSE GIVEN UNDER 'DESIGN 30'-5" 14 30'-1.5 DATA" BELOW SHALL BE IMPOSED ON THE "STRUCTURE" 12 3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DRAWINGS j SHALL TAKE PRECEDENCE OVER THE BUILDING MANUAL SUPPLIED. 4. THE BUILDING, INCLUDING THE FOUNDATION, MUST BE CONSTRUCTED IN STRICT ACCORDANCE WITH THC DRAWING AND ERECTION INSTRUCTIONS. ANY DEVIATION, UNLESS APPROVED BY US IN WRITING, SHA:_L NULLIFY OUR CERTIFICATE AND SEAL AND SHALL BE THE SOLE RESPONSIBILITY OF THE ERECTOR. 5. A PROFESSIONAL ENGINEER SHOULD BE RETAINED WHERE SITE INSPECTIONS ARE WARRANTED. V) 6. NO ARCH PANEL MAY BE CUT OR MODIFIED UNLESS IT 00 IS TO ACCOMMODATE AN ACCESSORY PROVIDED BY THE MANUFACTURER IN ACCORDANCE_ WITH ITS INSTRUCTIONS AND/OR THIS DRAWING. V- I� IN 7. MINIMUM SEPARATION FROM THIS BUILDING, TO ANY TALLER BUILDING MUST BE THE SMALLER OF 20 FEET AND 6 TIVES THE HEIGHT DIFFERENCE. FOUNDATION NOTES NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE CONDITIONS MAY REQUIRE A STRONGER FOUNDATION, W'IICH MUST BE DESIGNED BY A LOCAL ENGINEER. O1J 1. THE FCUNDA'f10N SHALL BE FOUNDED ON NATURAL -'` UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST ALL ROTATION AT THE BASE OF THE ARCH. 2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE OF SUSTAINING 1500 psf WITHOUT APPRECIABLE SETTLEMENT. PEAR ELEVATI❑N SIDE ELEVATI❑N FRONT ELEVATION DESIGN DATA (MATERIALS) 1. CONCRETE F'c = 2500 PSI @ 28 DAYS, ACI OVERHEAD DOOR TO BE DESIGNED 2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, ASTM A615 AND SUPPLIED BY OTHERS 3. W.W.R. Fy = 65 KSI, ASTM A1064. 4. W.W.R. 6 x 6 - W1.4 x W1.4 DOOR SCHEDULE ARCH DATA 24" 0,25" 2,75 5" 24" 01 --- - 31"W X 80"H #4_.._@_.._l8_° CTC'_ W,WR. SERVICE DOOR TO BE LOCATED AND; n r FIELD CUT ON SITE BY OTHERS. 4" (r�ln) 7.5_ - - 2" tong 1. I = 120„ EN:DWAL L DATA " 1.875" I t 0.03" = w 4 S E.C R A _ 1 = 120" -kN N t = 01.034' t = 0.03" 7 __._. ._......._.............._..---------_--- ----.----.-----.--_...._._..__.._.___._.-_-------._-L- --- --.-- - BOLiS: SAE GRADE 2 0 ASTM A307 I ---- - - - - I i #3 Stirrups P. 18" CTC ARCH STEEL THICKNESS - SEE ARCH PROFILE ENDWALL STEEL THICKNESS 0.03 in. ° ° I = 120„ ( = 120„ GALVALUM,E SHEET STEEL t = 0.04' STRUCTURAL QUALITY ASTM SPECIFICATION A792-10 1 (�-tf tF t = 0'04" 55% ALUMINUM-ZINC ALLOY (HOT DIP COATING) j ASTM A792 GRADE 50 CLASS 1 ry LU 50 KSI MINIMUM YIELD SLC F? 65 KSI MINIMUM TENSILE HSS SECTIONS SHALL CONFORM TO: 1 WARNING: DO NOT REMOVE OR REDUCE THE CONCRETE FLOOR OR AS'IM ASoo GRADE 8 (Fy 46 ksi) THE REINFORCING STEEL, AND/OR RAISE THE TOPS OF THE FOOTERS W SECTIONS SHALL CONFORM To: ABOVE THE FLOOR OR BUILDING FAILURE MAY RESULT ASTM A992 GRADE 50 (Fy --- 50 ksl) ° I = 71.44" I = 71.44" OTHER SECTIONS SHALL. CONFORM TO: t = 0.03' t = 0.03" ASTM A36 (Fy = 36 ksi) #4 1�;, Minimum Concrete Cover: ARCH DESIGN DATA IN ACCORDANCE WITH ANSI/ASCE. 7-10: --- - (a) Concrete Cast against earth: 3" ROOF LIVE LOAD (PSP) = 20 j (b) Concrete exposed to earth or weather: Pg: GROUND SNOW LOAD (PSP) = 30 No. 6 through No. 10 bars: 2" Ce: EXPOSURE FACTOR = 1.0 No. 5 bar and smaller: 1.5 Ct THERMAL FACTOR = 1.0 (c) Concrete not exposed to earth or weather: 0 75" IMPORTANCE I-ACTOR (SNOW) = 0.8 AIDC! I PP❑FILE CATEGORY GBUILDING PneCOMPONENTWINE) PRESSURE t (PSF) _ +/- 31 V : BASIC WIND SPEED (MP[-]) = 127 Kh: VELOCITY PRESSURE EXPOSURE = 0.85 WIND EXPOSURE CATEGORY = C 30'--5 SEISMIC DESIGN CATEGORY = B v " `' � 11'-2.5 �j 1 pcs 10' � 9'-2.5" I i -.._ - - -- �'FS _ i ._._.75 I o o - 14.25- - - 7 FZ1lc' 12` 12 -�}.5' P ( I C. _� 1 uP� A�rl:lcri nr_cToR 'n -- --------- ----- �r m N " 5/8" DIA. HILTI KB3 ANCHOR I ¢ pa !jy00 I . in (ICC-ESR-2302) OR m ( EQUIVALENT I r C .� I0 3/8' x 3/4' GRADE 8 DOLTS 1/4"x1-3/4"x1-3/4" I ` I N CONNECTS ARCH PANELS TO CONNECTOR D I D STEEL WASHER ASTM I N L 1 ! I co L _.......... o YYY F436 OR EQUIVALENT } U �- ARCH CONNECTOR ENDWAL_ CONNECTOR �- o C1 IP ! j O -- a L- ; , TJ1I _8.75" �cr'ruC�RE'TE( -N riu - FAToN ONCRETE 1_1 M n E P. NANnn IA R�LEMBEDMENT ------____ -tC SEC C-C SEC D-D .875' 1.875 - 7423 HOLLOW RIDGE DR. j FK)USTON, TX 77095 ANCHOR BOLT Ln DETAIL T CORNER DETAIL - INDUSTRIAL FOUNDATI❑N d I I ro o0 LEGAL NOTE 12" a j This drowing is the property of Future Steel Buildings Infl. -_- Corp. Any duplicoiion of this drowfng in whole or in oL , __.. _ \ / part is strictly forbidden. Anyone doing so will be - r- prosecuted under the full extent of the law. staggered 14.25T 1.875" o --._._ 0 1.875" - -- ----J ---- --- -- " -- ---- �I Q N .... _._._...._......._.._.._._.... �NES ° LENGTH OF F❑UNDATI❑N 00'-5.50il bolls ct 12" ,ta geredS,acin 3 � 3 'Ir StceIMaster .B--u-i-I-d--i n-g s CO R -- - 220 Chryier Drive,Brampton, Ontario, Canada, L6S 6E,6. Phone (905) 790-6°00 ic�_ N.T.S. P.G. " LJJ SCALE: APPROVED BY: FOLIN.�;ATION PI AN INDUSTRIAL. BASF_ CONNECTOR LAYOUT S d OCT. 24 2019 T.c. '� r -- f z4 DATE: CHECKED BY: Z�, •.�..> DROJECT7 CHRIS FINAN �O 53� 1tyl f ISH RS. .. ISLAND, NY _...................... .... __ ..._.......__......_._.._..__.._..------- ..._ __...--..._....._............... S30-17 81-55692 MODEL: DWG: