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Home My WebLink About49872-Z Mit 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 #: 49872 Date: 10/11/2023 Permission is hereby granted to: Parkside Heights Co c/o Kontokosta PO BOX 67 Greenport, NY 11944 To: construct accessory garage as applied for. At premises located at: 2350 Shipyard Ln, East Marion SCTM # 473889 Sec/Block/Lot# 38.-7-8 Pursuant to application dated 9/11/2023 and approved by the Building Inspector. To expire on 4/11/2025. Fees: ACCESSORY $400.00 CO -ACCESSORY BUILDING $50.00 Total: $450.00 Building Inspector " TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971 0959 y ." Telephone (631) 765-1802 Fax (631) 765-9502 1at�l "" °r � � ?Li61 �1 �k � dnl�_ w Date Received APPLICATION FOR BUILDING PERMIT E C E For Office Use Only L SEP , 2023 PERMIT NO. 00 Building Inspector. Applications and forms must be filled out in their entirety. Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an 'town Of Southold Owner's Authorization form(Page 2)shall be completed_ Date: -3 OWNER(S) OF PROPERTY:/nA Name: o ern V'�,- .er SCTM #1000- Project Add - ~ Phone#: 63 L - Small. (6""14foA Mailing Address: Lg 3 CONTACT PERSON: Name: Je fly ie f C S Mailing Address: C-0 U Y`'�r Phone#: U 3 l - VI---e-t-J 0a-fk5@-' DESIGN PROFESSIONAL INFORMATION: Name: 7,4 Y►�bl r t �' `1` LA,1rVI C Mailing Address: �9 eZ/ ZYZ Phone#: 62.3/- 7S-- 7A>Qk Email: lfl-2�® 6 CONTRACTOR INFORMATION: Name: _D�� -•tied S Yl C Mailing Address: Phone#: �3� -� �R - V 1 TEmail: C-+,(r' m'Mt)def I �. r� DESCRIPTION OF PROPOSED CONSTRUCTION ewS �Ad It Iterat�n67R �pair �Oe olit"on Estimated Cost ofProject: �� ROe r r � Will the lot be re-graded? ❑Yes'%No Will excess fill be removed from premises? ❑Yes VNo e4-1Lovve d rey, r1.y...�„ .AL 1 PROPERTY INFORMATION Existing use of property: Y Q Ca.. . Intended use of property: 51 Zone or use district in which premises is situated: Are there any coven nits and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. eFCfieck Box After 11"'i e ad i gThe 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, comply with all applicable laws,ordinances,building code, applicant reel to PP in described.The p Y here escr additions,alterations or for removal or demolition as PPI agrees housing code and regulations and to admit authortzed 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 hint name): 7,e n n l+rf✓ Authorized Agent ❑Owner Signature of Applicant: Date: 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 (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 y M - �ota"ry Public c LXP. I0 or A � a " �'�rH� i 'iw1` I ( � � atd'I'r,f, �i 3 t1 ' P's"a... ,....e..,,.....,,.,,.� .,..,..... (Where the app licant is not the owner) y I I Gp A, , �ry d y r T � residing at M-ec)'{WcL "( coo hereby authorize n ' � I--e6 Is to apply on my behalf to the T n of Southold Building Department for approval as described herein. Owner's Signature Date Print ner's Name ✓ r �Lr 2 Scott A. Russell � t' � SUPERVISOR MANAGr]EMTENT SOUTHOLD TOWN HALL-P.O.Box 1179 Town �f Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 fir; CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) —APPLICA roperty Owner, Design Professional, Agent, Contractor, Other) NAME: �e Date: O 5 t . CO S � 5 1 Contact Info atto� i IE-Mad 8'i'dephnne Numheri i^ Property Address / Location of Construction Site: S.C.T.M. #: 1000 District li ; � Section Block Lot _ TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is Required! i yProject does Not Discharge to Waters of the State. vii a I'9),I . , I'cr riiit i Iec urri a cl " - Area of Disturbance is Greater than I Acre&Storm-water Runoff Discharges Directly h to Waters of the State of New York. THE APPLIC.AN,r MUST OBTAIN a SRD.E.S, Permit DIRECTLY From N.Y S. D.E.C. Prior- tW,r Issuance of a Buarlclin Permit. fl [ - Area of Disturbance is Greater than I Acre& Storm-'eater Runoff Flows Through Southold r ` Towns MS4 Systems to Waters of the State of New York, C klE APPLICANT MUST OBTAIN a S.P.D,E.S. Permit thrmeh the Southold.Town Eti r o,,rrrac De artment Prior to Issuance of a Burilding Permit, $ "Date: 13 3 Reviewed By: -- -Tr1C rlrtnhPr go i Q ce a Generated by RES chck- e Software A-i C n + m pi is ce Certificat ,0 10 Project 460-ad Detached garageUid rr ��"� Energy Code: 2018IECCGO Location: Southold, New York Construction Type: Single-family o ak0 Project Type: New Construction Ktnlun0"5r61w Orientation: Bldg. faces 45 deg. from North �,� Conditioned Floor Area: 750 ft2 t , I ° Glazing Area 2% )ttf') fi ) a Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2350 Shipyard Lane Peter Bukowski Jerry D'Amaro East Marion, NY 11939 Modern Age Home Builders, LLC D'Amaro Engineering 3080 Route 112 20 Mariposa Lane Suite C Manorville, New York 11949 Medford, New York 11763 631-878-7808 631-569-4513 Compliance: 20.1%Better Than Code Maximum UA: 139 Your UA: 111 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Sllaboin-grade a:rade ffi are no Ilonger coinsidered lits the UA Iry performance corripflaincepath iin IRIESa lheclk. If Each s,a bL ons-alra d asservib: y tiro the sIpeclified c:lirrnate zone rnust rraa et dire:rnfinfiffWm anergy code nru^rrflat ori Rvakw and delptlh requireu°°ruewlts. Envelope Assemblies Ceiling: Flat Ceiling or Scissor Truss 750 19.0 19.0 0.026 0.026 20 20 Wall-Front:Wood Frame, 16" D.C. 227 19.0 0.0 0.060 0.060 8 8 Orientation: Front Garage Doors:Solid Door(under 50%glazing) 100 0.150 0.320 15 32 Orientation: Front Wall-Left Side:Wood Frame, 16" D.C. 273 19.0 0.0 0.060 0.060 14 14 Orientation: Left side Door: Solid Door(under 50%glazing) 19 0.170 0.320 3 6 Orientation: Left side Window:Vinyl Frame SHGC: 0.30 12 0.300 0.320 4 4 Orientation: Left side Wall-Rear:Wood Frame, 16" D.C. 227 19.0 0.0 0.060 0.060 13 13 Orientation: Back Window 1:Vinyl Frame SHGC: 0.30 12 0.300 0.320 4 4 Orientation: Back Project Title: 460-ad Detached garage Report date: 10/03/23 Data filename: Page 1 of10 REScheck Software Version REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. - # Pre-inspection/Plan Plans Verified Field Verifie Section Review d Complies? Comments/Assumptions _p Value Value _. „w ...... .. 103.1, Construction drawings a.. ection an c • 'g and �, ❑+complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the []Not Observable „ building envelope.Thermal envelope represented on ❑Not Applicable �%� i �/ construction documents. i� %i _.................. „�N^��J' li"ii"Jy"";7�'�, lGw�w�w,�ww,,,�..�.. ....._ .........,.,�m .__._a...........�..,,...... , 103.1, Construction drawings and ❑Complies iii i; 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems ❑Not Observable o Systems serving multiple ❑Not Applicable dwelling units must demonstrate ' compliance with the IECC Commercial Provisions, 302.... _. .. ...... ,. _ _. ... �W_�................._ _ 1, Heating and cooling equipment is Heating. Heating. ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: []Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 3 Lo.. 1 Hi h Im act(Tier 1) 2 Medium Im ac w Impact(Tier 3) ... Project Title: 460-ad Detached garage Report date: 10/03/23 Data filename: Page 3 of 10 o .. �etlFram � .R...ou�geh. -In Inspect ionp"ana�ws-.�V..e._..r._.ifi_e._d._... �Fie_.ldsVerified .. lies? . i,...Comments/Assumptions # ValValue Comp & ....... .... ee the Envelope Assemblies402.1.1, :DoorU-factor. U U- ❑Complies s m 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable 4 ❑Not Applicable 402.1.1 Glazing U-factor(area-weighted U- UU _ ❑Complies Y bee for mm 402.3.1, a� Envelope Assemblies ' average). ❑Does Not values. 402.3.3, ;❑Not Observable 402.5 ❑ [FR2]1 Not Applicable ........ .... --�........ . 303.1.3 U-factors of fenestration products 77;❑Complies [FR4]1 are determined in accordance []Does Not with the NFRC test procedure or -' taken from the default table. T❑Not Observable ❑Not Applicable ..... ... mm. ,d �� u .. ............... 402.4.1.1 Air barrier and thermal barrier . ❑Complies [FR23]i installed per manufacturer's ` :❑Does Not instructions. ❑Not Observable ; ❑Not Applicable � 402.4.3 Fenestration tha ...._ t is not site built ❑Complies _..__ [FR20]1 is listed and labeled as meeting ❑Does Not I�fAAMA/WDMA/CSA 101/I.S.2/A440; ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable tea, ,. ,"I,, ......-- ... ......- ...�._... _._.. 402.4.5 IC-rated recessed lighting fixtures []Complies [FR16]2 sealed at housing/interior finish '` ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable [F R 12] ins � - - 3.1 Supply and return ducts in attics ❑Complies 403 i insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= " R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable 'the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3inches in diameter. 403.3.2 Ducts, air handlers and filter = ❑Complies [FR13]1 boxes are sealed with ! ❑Does Not joints/seams compliant with International Mechanical Code or °:'❑Not Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 appli._ ww ..� . wilding cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable '❑Not Applicable ,.,.. .. : .w. . ..... .-.....�..... .. 403.4 HVAC piping conveying fluids R- R ❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable ._ .... ..- r r.. _....... 403.4.1 Protection of insulation on HVAC ` ❑Complies [FR24]1 piping. '` " ❑Does Not m' ';❑Not Observable ; ❑Not Applicable 403.5.3 Hot water pipes are . _.. �.....;:, .......... ��....... ®_...... ._.. pip a insulated to R- R- ❑Complies [FR18]2 ?R-3. ❑Does Not ❑Not Observable ❑Not/applicable 1 Hi h Im act(Tier 1) � 2 Medium Impact(Tier 2) 13 Low Im act(Tier 3) Project Title: 460-ad Detached garage Report date: 10/03/23 Data filename: Page 5 of10 �..m- ..-...� Insulation Nrrspecticrn_.�_... - Re, iCb errfied p sf C rn enrt /ssumptions ettl rn Plans Verified field Value awe ._......, ,. µ Complies? lie ._....I. _ ... _. 303.1 All installed insulation is labeled ;❑Complies (IN1312 or the installed R-values % ❑Does Not provided. El Observable ❑Not Applicable .. _...� .o.. ,.... ,.._ : .� 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). E] Steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per 7omp9ies [IN4]1 manufacturer's instructions. ❑Ds Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 460-ad Detached garage Report date: 10/03/23 Data filename: Page 7 of10 _ ..., P " e9��on0 Planfied Field Verified ...�..n� ,., ions Value Final Inspection Provisions` Value � p om I�es� Comments/A ssum 013 .1 All mechanical ventilation system .. .... 7 o,377 ❑Complies ]2 fans not part of tested and listed El Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. " ❑Not Applicable Com lies 403.2 Hot water boilers supplying heat P [FI26]� through one-or two-pipe heating Not systems have outdoor setback ' control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable _ temperature. a....... ��....... .... � � .:.. �.�w ��.._, _ ._._ ..._ 403.5.1.1 Heated watercirculationsystems ❑Complies [F128 12 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply, pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 1, ❑Com lie._., .. .........m � [FI29 n _� ............ 403.5.1.2 Electric heat trace systems P s ]� comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the 403.5.2 Demand recirculation water „"`W ❑Comp lies [F130]2 systems have controls that - ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piprn . to — 1044F . ... ..w o , ❑❑Does Not .. .... 403.5.4 Drain water heat recovery units plies [F131]2 tested in accordance with CSA B55.1. Potable water-side El Not Observable pressure loss of drain water heat recovery units< 3 psi for ❑Not Applicable individual units connected to one . or two showers. Potable water- side pressure loss of drain water " heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ;90%or more of permanent „;❑Complies [F16]1 fixtures have high efficacy lamps ❑Does Not ❑Not Observable ❑Not Applicable . .. .. a. g s lighting systems have Complies 404Fuel [F123]3 no continuous pilot Tight. ❑Does Not ❑Not Observable '[1 Not Applicable ..._._. �..�........... ....-. � ........ 401.......w.�-� - ❑Com lies 3 'Compliance certificate posted. P [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable g pITITIT _ ., m ImpacW www Low Impact(Tier 3) 1 Hi h Im act(Tier 1) 2 Mediu t(Tier 2) 3 Project Title: 460-ad Detached garage Report date: 10/03/23 Data filename: Page 9 of10 1 7.s %+17.7 w TSS k. 4 7, `< V.M^ 0 lbo 0 001 R 7.4 1,a r 's'"• 170 D 16.'7+ +iti '�. " 17 so " / 13.4+ s e _ � P nr Mrn� tFd",,.d°wM75'FP d'.Ur.° « ° LI ww u nnar r.` DEk FAa Ptd 0. IWAd.ht BELGIAN PROPOSED <y C� '11\0 BLOCK DWELLINGA AP14C11V GAO +1s.4 1473 !Ei`3 �. � 40. x 20' -16 10 / " IN-7GROUNp „h POOL � o PAM a 4..9+ / r POOL FENCE '"`�.^.• d' 0 1,06 o OR 3t3E'R HOW25” x 30'., GARAGE PR POSED / r (D.W.1 ,°1Gfi WANa / W� / do F=ENCE SHED 12.0 ,P r 7 StlF"1^rv,L. aosr ' FT1D. '... V.9 ;•� �,d 1 Q.�'#� �„ U�`' 1,`^' s v r" rzy M.+ ktl L E SrR Y 9U)L LN M , ISA D.OP _ , .. A.110 A A A A-14 A-14 g1� z 111 F- Ir 20'-5" ROOF LINE - 15" EAVE 265°WINDOW — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — M-2 x 6 HDR F — — — — — — — — — — — — — — — — — — — — — — — — — — 11 24'-1" Q) tu DOUBLE FRAME CONCRETE STAIR OPENING 266" PLATFORM I O II z PULL-POV4N (3 1z STAIRS x O [MI305.1.2] N1 - < PROVIDE IN50LATED I I 0 LADDER COVER I I (Z ci x (2)-1."75 x I6_LVL DROP HEADER 7737577�713 2i P05T ON (ENGINEERED DESIGN) I I I I � all j l � Q II II Lu dJ I i O 7 O 1 x 10 NON-STRVGTURAL RIDGE " i IC) -7 0 1z x II ' jl (2)-1.-75 x Ib LVL DROP HEADER N3 P05T ON (ENGINEERED PE516N) P05T ON iks' 1 4" _FOOTING — — — — — — — - — — — — — — — — "&v aoeP INSULATED bo&o INSULATED O O.H. DOOR I O.H. POOR I 3 i i I o I I} t (X I x x XI I I I I ( N I 'z 2 x 5 RR AT 16" O.Gj I2 x e> Rp, AT 16" O.G. xI I I I OVERLAY RAFTERS OVERLAY RAFTERS DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB AT DOOR OPENINGS AT DOOR OPENINGS L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -J, — — — — — — — — — Li (5)-2 x 12 HDR (3)-2 x 12 HDR ROOF LINE- 18" EAVE 5'-4" 5'-4" 5'-4" G5-kq5p 9>1-0.. 2'-0" C5_V45P Lu t- tu y Z ui 25'-0" 25'-0" z Z Z Ju u- -1 Lu < A A A z A-14 A-14 < > < < < FOUNr;)ATIOil PLAN OARAOE PLAN OARAOE ROOF PLAN SCALE: 1/4" = 1 ft 50ALE: 1/4" = 1 ft SCALE: 1/4" = 1 ft RIDGE VENT 235# ASPHALT 5HINOLE5;MIN. (4) FASTENERS PER STRIP FOR EAVES LESS THAN 20' ABOVE GRADE [RcI05.2.61 c No. 15 ASPHALT FELT UNDERLAYMENT [Rc105.1.11 NOTES: 2 x 10 RIDGENo. LAYER SELF-ADHERING POLYMER-MODIFIED BITUMEN IL ICE SHIELD BARRIER[Rq05.1.21;56" IN51DE EXTERIOR D AVERED 1) FOR UPLIFT STRAP PINO HALL LINE LOGATIONS AND DETAILS STRUCTURAL PANEL ROOF SHEATHING [RbO5.2] SEE SHEET A-10 2 x 4 GOLLAR TIES AT 35,1., O.G. 12 + 2 x 4 GABLE HALL;METAL UPLIFT STRAPS AT TOP 2) SEE SHEET A-4 FOR Y," STRUCTURAL PANEL SHEATHING e) 51DINO TO MATCH DWELLING 5<Y PLANE CLEARANGE ¢¢ VENTED ATTIC (b)-ifod FACE-NAILS TO RAFTER 111 11 IITII 11 11O ![91 USE MIN. (b)-Ibd FACE NAILS AT CEILINGJOIST TO METAL FLASHING RAFTER CONNECTIONS AND GEILINe J015T LAP 5PLIGES OVER HEADERS PROPER VENT Q ........ IL in a 0o E DRIP EDOE [RcIO5.2.b.51 I x65 OOD F SOFFIT VENT A501A 'IN (Z-1:15 x 16 LVL HDR. lx Z) 2 x (b CEILING JOISTS (2)-LAYERS R-Il IN50LATION (TYPICAL 2) - IL Lu Y2" GYPSUM WALLBOARD DOUBLE 2 x 6 TOP PLATE x MIN. 24" LAP SPLICE LENGTH [R602.3.2] 2 x (b HALL 5TUP5 AT 16" O.C. < I.L. I < 6 cV (USES g' PRE-GUT STUDS) L z Lu CONDITIONED GARAGE EXTERIOR: SIDING TO MATCH DWELLING <W !lJU z PLASTIC HOU5EHRAP < 1/2" STRUCTURAL PANEL SHEATHING 5" P.C. FLOOR SLAB X < &xb N2.q/1^12A WWF REINFORCEMENT OVER INTERIOR: D_ 1/2" INTERIOR GYPSUM BOARD Z ri COMPACTED GRANULAR 5UE50RADE 2" CLOSED-CELL SPF WITH INTUMESCENT GOATIN0--. R-Ig BATT INSULATION = %j lu FINISHED GRADE tL 0 2 x 6 SILL PRESERVATIVE TREATED SILL [UO2] OVER I I LL cV COPPER TERMITE SHIELD OVER P.G. FOUNDATION STEM HALL2"RIOID INSULATION SILL SEAL CONTINUOUS HORIZONTAL REINFORCEMENT OF ONE No. EL-r I - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 BAR WITHIN 12 INCHES OF THE TOP OF HALL STORY HOOD SILL PLATE TO FOUNDATION ANCHORAGE R405.1.691 NC- AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT GREATER APPROVED DAMP-PROOF[ STORY(TABLE R404.1.20)] UPON THAN 6 FEET ON-GENTER EMBEDDED NOT LESS THAN 'I" BELOW GRADE [R406.11 INTO CONCRETE OR GROUTED GELL5 OF CONCRETE 16" x 5" P.O. STRIP FOOTING ON UNDISTURBED 501L MA50NRY UNITS. THE BOLTS SHALL BE LOCATED IN THE DATE: MAY 2025 MIN. 3' BELOW GRADE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SECTION HITH ONE BOLT LOCATED NOT MORE DETACHED THAN 12 INCHES OR LESS THAN SEVEN BOLT DIAMETERS SECTION A (3.5") FROM EACH END OF THE PLATE SECTION. KA�L]1_5 FRONT ELE\/ATION 51DE ELEVATION OARAOE PLAN 24 INCHES TOTAL LENGTH OR SHORTER SHALL HAVE NOT SCALE: 1/4" = I ft FEWER THAN ONE ANCHOR BOLT LOCATED IN THE CENTER SCALE: 114 = 1 ft SCALE: 1/4" = I ft THIRD OF THE PLATE5EGTION AND SHALL BE ATTACHED TO ADJACENT WALL PANELS AT CORNERS AS SHOWN IN DRAWING NUMBER ITEM 'l OF TABLE R602.3(I). A