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Home My WebLink About48564-Z �osu F t . Town of Southold 9/28/2024 a y` P.O.Box 1179 0 C. _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45599 Date: 9/28/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 320 Sailors Needle Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 144.-5-29.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/5/2018 pursuant to which Building Permit No. 48564 dated 12/7/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porches, second floor balconies, slate patio,outdoor fireplace, outdoor barbecue area and attached garage as applied for. The certificate is issued to Howley,Christine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0086 7/2/2024 ELECTRICAL CERTIFICATE NO. 48564 5/24/2023 PLUMBERS CERTIFICATION DATED 11/30/2023 Michae emetres 0 . nfi'K� — r)zedg i tore o�SUFFoc,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 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#: 48564 Date: 12/7/2022 Permission is hereby granted to: Howley, Christine 3730 N Ocean Dr#16D Riviera Beach, FL 33404 To: Demolish existing dwelling and construct new single-family dwelling as applied for per SCHD, Trustees & DEC approvals. Replaces BP #45626. At premises located at: 320 Sailors Needle Rd, Mattituck SCTM #473889 Sec/Block/Lot# 144.-5-29.3 Pursuant to application dated 8/8/2018 and approved by the Building Inspector. To expire on 6/7/2024. Fees: PERMIT RENEWAL $2,606.25 Total: $2,606.25 Building Inspector gUFFQi� TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y�ol � �apl r 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 #: 45626 Date: 12/29/2020 Permission is hereby granted to: Howley, Christine 3730 N Ocean Dr#16D Riviera Beach, FL 33404 To: Demolish existing dwelling and construct new single-family dwelling as applied for per SCHD, Trustees & DEC approvals. Replaces BP# 43072 At premises located at: 320 Sailors Needle Rd., Mattituck SCTM #473889 Sec/Block/Lot# 144.-5-29.3 Pursuant to application dated 12/29/2020 and approved by the Building Inspector. To expire on 6130/2022. Fees: PERMIT RENEWAL $2,606.25 Total:• $2,606.25 r Buildin ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. d New Construction. Old or Pre-existing Building: (check one) Location of Property: 3�� 5�Lo �OZ'-�L�' A-?) GIC House No. �, O'D Strr Hamlet Owner or Owners of Property: 064"X,05- i 4(- �"t-t✓` �i Suffolk County Tax Map No 1000, Section l Block Os- Lot Z� Subdivision Filed Map. Lot: Permit No. ff�0'1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check ne) Fee Submitted: $ CJ U Applicant Sigrvture OF SO!/l�Ql h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviin(a-)town.southold.ny.us Southold,NY 11971-0959 Q�yC01+JNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christine Howley Address: 320 Sailors Needle Rd city:Mattituck st: NY zip: 11952 Building Permit#: 48564 Section: 144 Block: 5 Lot: 29.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: James Lorey Electric License No: 3864ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat 6 Duplec Recpt 64 Ceiling Fixtures 3 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 23 Wall Fixtures 11 Smoke Detectors Main Panel 200x2 A/C Condenser 5 Single Recpt Recessed Fixtures 204 CO2 Detectors Sub Panel A/C Blower 5 Range Recpt Gas' Ceiling Fan 2 Combo Smoke/CO 7 Transfer Switch 400A UC Lights 134' Dryer Recpt 30A Emergency Strobe Heat Detectors 6 Disconnect 6 Switches 11$ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Icemaker, DW, Freezer, Hood, Oven, LED Mirror-2, Steam Unit, Lutron- Motor Controller, Dehumidifier, 200A Panelx2 40 Circuit, 100A Subx2 24 Circuit Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: May 24, 2023 S.Devlin-Cert Electrical Compliance Form O�SUffOt�C�G Town Hall Annex may► y Telephone(631)765-1802 54375 Main Road P. O. Box 1179 y Southold, NY 11971-0959 W BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /1 3 o !.2 3 Building Permit No. Owner: (2�A I S 4, v cv Z- {, 11111644�z (Pleaseprint) Plumber: %�)sA41 1z g75 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. )" 6 — (Plumbers Signature) Sworn to before me this 30 day of hbyen1 k( 20 0'2,3 Notary Public, St)f To►k County KACIE CAMPANELLI NOTARY PUBLIC,STATE OF NEW YORK No. 01CA6422807 Qualified in Suffolk County Commission Expires September 27,20 ,� ©�Y �zf sours hod o� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSP TION [ /FOUNDATION 1 STtfe, N� ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-,(FINAL) [ ] CODE VIOLATION [ ] CAULKING RE A KS: i� Ta OV, DATE IZ112e'l INSPECTOR dk g souryO6 # * TOWN OF SOUTHOLD BUILDING DEPT. `ycou 765-1802 IN S ECTION [ FOUNDATION 1ST Q { ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM R S: 4h DATE INSPECTOR sour,✓ # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 1,PCINDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (i) 1 frwe-z Y iAsqz,�YfA- p o h, tire. 1 ww, DATE Y INSPECTOR OF SOUIyO� ` # TOWN OF SOUTHOLD BUILDING -DEPT. _ °`y�ouNn ' 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRA /STRAPPING [ ] FINAL [ ]: FIREPLACE &CHIMNEY [' .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [` ] =FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �Ewnm y DATE Ibvoow- INSPECTOR lm92 OF SO(/T�° NG ,moo �o # # TOWN OF SOUTHOLD'BUILDING DEPT. G O °�ycourm '� 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ .] "INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ : ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: looe�4, 0 DATE �� INSPECTOR _3 2-o S,4,-f # #. TOWN OF SOUTHOLD ,BUILDING- DEPT. � 765-1802 INSPECTION [ ] FOUNDATION 1ST-.. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING' [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 44 -�` /`�� DATE G INSPECTOR r� ` rg souryo Y� # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 INSPECTION [ ] FOUNDATION 1 ST [VfooROUGH PL13G. [- ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING: [ ] FINAL [ ] FIREPLACE & CHIMNEY' FIRE.SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ °] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: D DATE 0-7 al-/ Z INSPECTOR 50(/T�O # # TOWN.OF SOUTHOLD BUILDING DEPT. �ycnurm��' 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ]' RQUGH PLBG. [ ]= FOUNDATION 2ND [ INSULATION/CAULKING [y ] FR MING /STRAPPING [ ] FINAL [" FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: cal. DATE INSPECTOR �pF so * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] - FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: D d� DATE INSPECTOR so 56 # # TOWN OF SOUTHOLD BUILDING DEPT. coum N�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ J]� RENTAL REMARKS: �—A &j�?,mef� DATE INSPECTOR Q SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULAnnT__IOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL„ i" [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( - r �✓� _ C ;tc. (!� (vv*V6,> 6rA oa 1 DATE INSPECTOR Richard Boyd -Architect 206 Richmond Avenue Massapequa,NY 11758 (516 � D MAR 1 9 2019 12 March 2019 Southold Town Hall Annex Building Building Department �' � 54375 Route 25 TOWN OF SO1T RULD Southold,N.Y. 11971 Address: 320 Sailor's Needle Road,Mattituck,N.Y. 11758 S/B/L: District: 1000 Section: 144 Block: 5 Lots: 29.3 Permit#: 43072 Owner: Christine Howley To Whom It May Concern: I certify from visual inspection that the proposed foundation/grade beam work was constructed and rebar installed as per the approved plans of the Town of Southold and meets New York State Building Code, as well as,all applicable local Building Codes. The waterproofing was installed as per industry standards with foundation ties snapped and parged prior to application. If there is any other questions or requests please do not hesitate to call. Yo s y, nS A D° 'chard Boyd Richard Boyd - architect 206 Richmond Avenue Massapequa,NY 11758 (516)361-0040 25 June 2021 Southold Town Hall Annex Building . D DD,J U L 2 1 2024 Building Department 54375 Route 25 Southold,N.Y. 11971 BUILDING DEFT. T(Y,Vrd OF SOUTHO}LD Address: 320 Sailor's Needle Road,Mattituck,N.Y. 11758 SB/L: District: 1000 Section: 144 Block: 5 Lots: 29.3 Permit#: 430;r-r Y G?;4 Owner: Christine Howley To Whom It May Concern: I certify from visual inspection that the proposed rough plumbing stack vents are sufficient for the fixture loads they serve. Multiple vents combine to provide the minimum cross sectional area required by code. The stack vents as installed will function properly. If there is any other questions or requests please do not hesitate to call. Yours ly, li:IRE Arc ^Z p,R D. �;A :t Ric d Boyd �a 0201110 � D [Ec"�Dvf� D Richard Boyd -Architect S E P � 0 2021 206 Richmond Avenue Massapequa,NY 11758 (516)361-0040 BUILDING DEFT. TOWN OF SOUTIiOLD 9 September 2021 Southold Town Hall Annex Building Building Department 54375 Route 25 Southold,N.Y. 11971 Address: 320 Sailor's Needle Road,Mattituck,N.Y. 11758 SB/L: District: 1000 Section: 144 Block: 5 Lots: 29.3 Permit#: 43072 Owner: Christine Howley To Whom It May Concern: I certify from visual inspection that the installed closed cell foam insulation is more than adequate to meet the requirements of the 2018 IECC, and surpass the filed, approved permitted drawings. Interior wall bays consist of 2.5" @ R-6.5 per inch and the exterior is clad with 2" of continuous rigid closed cell foam @ R-6.5 per inch for a total of R-29.25 thru the walls. The approved filed drawings had 2" closed cell foam @ R-13 +3 1/2"Batts @ R-15 for a total of R-28 thru the wall. The installed wall R value is higher than originally specified& approved R value. If there is any other questions or requests please do not hesitate to call. Yours truly, ;� (� A ° o, °�• f 020�� chard Boyd �� Richard Boyd - Architect 206 Richmond Avenue Massapequa,NY 11758 (516)361-0040 25 June 2021 Southold Town Hall Annex Building Building Department 54375 Route 25 Southold,N.Y. 11971 Address: 320 Sailor's Needle_Road,Mattituck,N.Y. 11758 _ SB/L: District: 1000 Section: 144 Block: 5 Lots: 29.3 Permit 9: 43072 Owner: Christine Howley To Whom It May Concern: I certify from visual inspection that the proposed rough plumbing stack vents are sufficient for the fixture loads they serve. Multiple vents combine to provide the minimum cross sectional area required by code. The stack vents as installed will function properly. If there is any other questions or requests please do not hesitate to call. Your tru , ED NR o. Ri hard Boyd o �o - - 0201 OF �� Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4A.2 and 403.3.4 Address of Test 320 Sailor's Needle Road,Mattituck NY 11952 Test Date 4/11/2023 Building Permit#: r,-,C[E �npliance Pathway Performance Test Completed by: Christopher Silvia ? SNET an ID# 4150294 Home Energy Solutions !.-' JUL 17 2023 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BLM D31SG DEPT. BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space lSc 2700 29157. 2] Sealed Attic 2nd 1929- 24219 *The conditioned floor area of dwelling is calculated in 3`d acc ante with ANSI Z765,except that conditioned floor Attic 19383 area inc des areas ere the ceiling height is less than 5 Total Volume 72759 ft. CFM @50 pa 3599.0 Air changes/hr 50 a 2.97 Code Compliance: Pass Duct Tightness: Post Construction Tes - ota Duct Leakage System-1: Garage Adjacent Duct Location Basement -------------------------- Floor Area 466 Leakage CFM @ 25pa 18.5 CFM/100 ftZ CFA 3.97 Code Compliance: Pass System-2: Kitchen Duct Location Basement Floor Area 354 Leakage CFM @ 25pa 13.2 CFM/100 ftz CFA 3.73 Code Compliance: Pass System-3: Dining&Living Room Duct Location Basement ------------ ------------- Floor Area 690 Leakage CFM @ 25pa 26.3 CFM/100 ftZ CFA 3.81 Code Compliance: Pass All building envelope tightiness testing has been verified,using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC a5,5mended by 2020 New York State Supplement,Section 4033.4. 7 Signature: Date: 4/11/2023 Christoph ilvi.a,Home Energy Solutions 17�Sj-- � � 2 j JUL 1 7 2023 BMDMG DES Additional HVAC System System-4: Within Condition Space Duct Location Conditioned Space -------------------------- Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-5: Within Condition Space Duct'Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-6: Within Condition Space Duct Location Conditioned Space -------------------------- Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-7: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: System-8: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: System-9: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as, required by 2018 IECC as amended by the 2020.New York State Supplement, section 402.4.1.2. The building duct.and plenum system has been verified as required 'by the 2018 IECC as amended by 2020 New York State Supplement„ Section 4033.4. 00 f �, - '' Signature: -sue _ Date: 4/11/2023 Chris Silvia,HonVeohiieigy Solutions M ROGKWOO Entractes Enen<mtros 1 SAFEWSOUND Fire and Soundproofing Insulation For I a walb,and in pilings Mween fbas ' ISOlaftt Sg1llfYg@et insollOfj tre Pour'.es rr}�r ter�eurs.P fonds de sous-�llpol ii/l}} t�s r-. 1 I � µ"��►�I 1 Aislami to co ra f�ego y rt+k, r' i. i — — 1 i W . !,1 i wC We tUPt'7S; " n* 4 f 0 • 1 Agog�� 1 I � D ou lOr pox M 42 SVi j v s-,v o, V) eon S e r�s r N c> - 'h Lv, r)o o n (fin c-)o y� M.ftwov� R`� SLACK TEST BORING, INC. P.O.BOX 64, KINGS PARK,LONG ISLAND,NEW YORK 11754•(631)269-7930•FAX(631)269-7932 Date April 18, 2018 Client Richard Boyd Phone Job No. 18-126 Boring No. 1 Job Location 320 Sailors Needle Lane Mattituck, New York Recorded High Tide: 1:39 Pft Low Tide: 7:46 PM Water Level is :5'1" TIDAL _.below Ground Surface 3:30PM - -- - I:PTH 30"Blows Penetration From To CLASSIFICATION OF SOIL Sample of Spoon Spoon In inches. Ground 4' Fine Dark Brown and Light Brown Surface Topsoil into Silty Sand, trace Fine to Coarse Gravel (SM) Sample # 1 @ 0" to 4' Hand Clear 24" d 4' 6' Fine Light Brown and Light Gray Sand, f° trace Fine Gravel into Silty Sand (SP/S ) r Sample # 2 @ 4' to 6' 1-1-2-2 24" z 6' 8' Fine Gray and Light Brown Silty Sand, trace Fine .Gravel, trace Organics (SM) Sample # 3 @ 6' to 8' 3-1-WOH-1 24" d 8' 11' Fine Brown and Dark Gray Silty Sand, trace Fine ;Gravel, trace Clay (SM) c Sample # 4 @ 8' to 10' WEIGHT OF. HAMMER WOH-W-1-1 24" c 11' 20, Medium Gray Sand, trace Coarse Gravel ( W) Sample # 5 @ 10' to 12' 1-1-2-3 24" Sample # 6 @ 15' to 17' 3-5-7-9 24" 20.' 27' Fine Light Gray and Light Brown Sand, trace Fine Gravel (SP./SW) Sample # 7 @. 20' to 22' 4-5-6-8 24" Sample # 8 @ 25' to 27' 7-8-11-13 24" END OF BORING: 27'0" BORING No. oArE 4/18 18 SUFSACE SiVATar o�'fH spoor SAME OE9�fPItOPo w Fmr SLOW No. OF SAMPLE GENERA!. NOTES HAND CLEAR FINE DARK BROWN AND LIGHT TO 4'0" BROWN TOPSOIL INTO SILTY SAND, TRACE FINE TO COARSE GRAVEL (SM) 1 1 FINE LIGHT BROWN AND WATER LEVEL: 5'1" TIDAL LIGHT GRAY SAND, TRACE 2 2 3:3U PM FINE GRAVEL INTO SILTY ..�3.__.. _ ._..__.1__ - - SAND SP SM FINE GRAY AND LIGHT BROWN RECORDED HIGH TIDE: .1:39 PM WOH 1 SLOW TIDE: 7:46 PM -- STT SAND, TRACE FI HAMMER'WEIGH GRAVEL, TRACE ORGANIC 1 1 FINE BROWN AND DARK GRAY 1) WATER LEVEL SHOWN IS THAT, SILTY SAND, TRACE FINE MEASURED ON THE DATA INDICATED 2 3 GRAVEL, TRACE CLAY AND MAY NOT BE .REFLECTIVE OF SM _.. DAILY OR SEASONAL VARIATIONS . IN THE GROUNDWATER LEVEL. MEDIUM GRAY SAND, TRACE 1 5 - COARSE GRAVEL (SW) 2) THE BORING RESULTS REPRESENT SUB-SURFACE CONDITIONS AT THE 3 5 raBORING LOCATION ONLY AND ARE 7 .9 NOT NECESSARILY REPRESENTATIVE -- OF CONDITIONS AT OTHER } LOCATIONS. 20 4 5 7 FINE LIGHT GRAY AND LIGHT 6 8 BROWN SAND; TRACE FINE GRAVEL (SP/SW) 26 f 1 L 13 END OF BORING: 27'0" ,peoec�oPnour�oaTias �320 SAILORS NEEDLE LANE 18-126 MATTTTUCK, NEW PORK NTS op~sr SLACKE TESL` BORING,INC. CLB PAW -9- r 4/18/18 i P.O.BOX 64,IONGS PARK,LONG 0AND,NY 11764 -r M 9M269-7= FAX PO269.7= 1 OF 2 I fa rrr♦ :r 61 LyT w 1 J- is 0 J ✓^�7 'ram ... •' %Cif W W ISKJ Y e y �y�J •.j.• ,'N b �0Q •1� 18-126 320 SAILORS NEEDLE LANE So" MATTITUCR, NEW YORK NT$ ottBy SLCKE TEST BMNG,iNc. cLB Y J. 4/18/18 P.O.Eox 64.KLtW PARK LONG ISLAND.NY 11754 2 OF 2 • ► r r FOUNDATION(IST) OW � f..LLL►mil V �lal�L J r � jr jr jr ffj Ire=� ROUGH FRAMING& PLUMBING A �.G'7ILWA 17 J Z INSULATION PER N.YI NERGY CODE JIM ADDITIONAL COMMENTS - / r. is w I P.• VAN W. 9 MIT Wr all 150111; ' +'J w TOWN OF SOUTHOLD. BUILDING PERMIT•APPLICATION CHECKLIST _BUILDING DEP.A—RTMENT Do you have or need the following,before applying? TOWN HALL Q (1l 9ard of Health SOUTHOLD,'NY 11971. Tssets.of Building Plans TEL: (631) 765-1802 --Planning Board approval FAX: (631) 765-9562 Survey Sout_holdtownny.gov PERMIT NO. Check 1 Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20—t-(Y —Single&Separate IV 7 Truss Identification Form . Storm Water Assessment Form Coiitact:� Approved 20 Mail to: o`lD F!f't Disapproved a/c Phone: Q L(1) 004y' . Expiration ,20 arcBui pector SEP M 5 2018 APPLICATION FOR BUILDINGPERMIT Date $ ,20 d BUMDIN DET• - INSTRUCTION'S a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4' sets of plans;accurate plot plan to scale,Fee according to schedule. b.Plot plan showing location of lot and of f buildings on premises,relationship to-adjoining.premises or public street'slor areas, and waterways. c.The work covered by this application may not be;commenced,before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a.Certificate of Occupancy.. - f.Every•building penrriit'shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from-such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE,to-the Building Department for the"ssu a of a Building Permit pursuant to the. Building Zone Ordinance of the Town of Southold; Suffolk County,New York,an "' r applicable ,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for rem al o demolition her in described.The applicant agrees to comply with all applicable laws,ordinances,building code, usi code;and r gula ,ons,and to admit authorized inspectors on premises,and in building for necessary inspections. (Signature of applicant or name,if a corporation) ?oCQ 1�. (t-��t�k r�a�c� • l�lss �eca u� I.�Y_ (Mailing address'o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder P—c-(4 t -Mz -r Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. ' Other Trade's License No. ' 1. Location of land on which proposed work will be done: ZoSAo ub rs ue r4A-T-Fl-N c House Number Street Hamlet County Tax Map No. 1000 Section ' Block O Lot �� • Subdivision �A'yl" L �ti� �� Filed Map No. b Lot Z }?-b• 2. State existing use and,occupancy of premises and intended use and occupancy of proposed construction: ' E a.- Existing use and occupancy �jl wL tz�PcM.� tt'( t�o t�4Tt mil_ b. Intended use and occupanc Estfl M-11/6rL ; 3. Nature of work(check which applicable):New Building V/ Addition Alteration Repair Removal. - Demolition Other Work (Description) 4. Estimated Cost , 00 O ' Fee (To be paid on filing this application) 5. If dwelling,number of'dwelling units Number of dwelling units on each floor If garage, number.of c' ars• Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4 6 Rear Depth �1 Height 30 Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height �' a r Number of Storiess'. ',s -- T' ri I 1 8. Dimensions of entire new construction:.Front . •• o Z, Rear �-�..2 De th Height _Z,0 •17. Number of Stories 2 "f '`p "' `' t•., �'.n 9. Size of lot: Front ( <-7 . 0• 2 Rear ?��o 3 Depth 'Zo • 4•3- - - 10. Date of Purchase Name of Former Owner , 11. Zone or use district in which premises are situated' _ 12. Does proposed construction violate any zoning law; ordinance or regulation?YES NO V 13. Will lot be re-graded?YES NO Will excess fill be.rem'oved from-premises?YES NO 14. Names of Owner of premisesCAI-tv"r 6l 6wL Y Address Vto Sktws�sSaw.�.Phone No. ,Name of Architect P%k W"O go'yD Address J •�— . 'Phone No.C_TK- -1 t-1 SOV0 Name of Contractor Address Phone No. 15 a:Is this property within 100 feet of tidal wetland or a.freshwater.wetland? *YES NO, i * IF YES, SOUTHOLD TOWN TRUSTEES &D:E.C. PERMITS MAY BE REQUIRED. b. Is this propertywithin 300 feet of a tidal wetland?'* YES NO ' * IF YES,D.E.C.' PERMITS MAYBE REQUIRED. ' 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO o� * IF YES,PROVIDE A COPY. 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 ledge and belief;--a t the work will be performe the ma er set forth in the application filed therewith. Sworn b ore thi {C� of � 20 I o - dck'Mt�f� r (��fublic 146. o f So d.�(p f 00 Signature of Applicant /h ss u r3e��w. rK 2020 i h ILI �� Wri ✓� 1 + � 'j � i � WARD OF 50UTROLD TOWN TRUSTEE'S.$()VTHOLDl NEW YOU I � PEWrt I �.1' +� ' .. uaA"�' ARC ; I ISSUED TO., INKA OWLEY 'ItOPEIt7` '? ISS EEl>r j1 , A W TI „ SCT'M#I(WEI, .4A- T ION Purslmg u; rho provisions aqf CU per 275 of the Tovm fade of the Tow+i qt' fmvtjbojd and in'!� ! acxot ance uct1 'l lutiori oftrue limed bI tees adiipt ac die meeting helii att �OpLMIQL7,and { in ctinsiiieretiivaa a #tpp�caticin fee gay $fin,of 3Q OO.peid.i�r wley alit s*,ect to the Terms i and Conditio+ru as tcCl it,the Resolptisrrl;t $�outhold.To p lac of'Tntstees:auth�s: pemdts the �. 'fallowing: k Wetland 1Pt °that to t olish e3dsftIWQ-$t4ry dweJHq&cgtWuct new twp stgr ,sf i Fe fanwly 4,995.10 scl. ,.milfq)ptprint•dwejftgw, *6Includes0 C 1,ril ►.attached 083.6 I sqA.-.front ro4 -ip%*r-porch;I j J#L7, ,0*#:of seaward sidle"noor.deck=8S sq,ft. seaward.sidf¢ 00-20or decks;i�#h Os Coridition to *Ototdo s 12' f i wide non fur Flrwr# er running aloe. tlli,-_j0dward edge ofw0laatds;and as a's i + l uA the xev.isedisite pJan'.1pr ftd by''R,ict,lIW404'l4 itM;dated Jobuary 24...2(117;-t'va bu ed npptbvedsrn:l+ vtrtnt#. ' 1 2017:' , 1T WITNESS 'i4 + ; i' HEkE 3� tits said Bowd of�`n+ste s hereby ofitim;its Corporate Seal v axed, and theserprePA,�its ttt ba(,UbscriW-bye majOW*f.the said Bp4r'd m.Af'titis:date.. . T. �U- Lv , Michael J.Domino,President t f.so Town Hail Annex John M.Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G A ap Telephone(631)765-1892 A.Nicholas Krupski COU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 16, 2017 Richard Boyd, R.A. 206 Richmond Avenue Massapequa, NY 11758 RE: CHRISTINE HOWLEY 320 SAILOR'S NEEDLE ROAD, MATTITUCK SCTM# 1000-144-5-29.3 Dear Mr. Boyd: The following action was taken by the Southold Town Board of Trustees at-their-.Regular Meeting held on Wednesday, August 16, 2017: 'RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8939 to reduce the size of the proposed dwelling to now consist of a 2,532.20sq.ft. two-story dwelling; a 692.65sq.ft. attached garage; 1,059.50sq.ft. of porches, first floor, and second floor decks for a total lot coverage of 4,284.35sq.ft.; structures to be constructed no further seaward than originally proposed;- and as depicted on the site plan prepared by Richard Boyd, Architect, last dated June 28, 2017, and stamped approved on August 16, 2017. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. _ If you have any questions, please do not hesitate to contact this office. Sincerely, Q 0 � Michael J. Domino President, Board of Trustees MJD/dd 1 A N5 S,RULE AND DETAILS MR STRAPNQ FFMERS . KOOP FRAME cON57XVON MAWAL 2001 EDITION ..�• FAI I QH KV-DE515N 110 MPr!RZOIREt-4NP•DE51GN CALCULATIONS '��I&W 41,�,c ��8f&&3F� y � � S:€'iT'grBw�'6a�=1pr?�r+'"'�fSER� �"'_w"TSX n{+ •1� \\N 1��A' PROPERLY'INSTALLED STRAW,;BALE F8i �7•Fd2 ��. Q I .\PGR t._ /� A �=m�1 p1I ,.unva ns em (CROSS SECTION)Lui MWIMIM I1NIfoR14 DISTRIBV(EO L]B.SI6N LOADS ::3-�:.R(. Y ' / 'Yf. - W rtAwe aaaalarouoaFm a G7 �\ ianvrmrc,e� 0J y I' p�J�41•`'�YT'A°, T S ��/ � _ _ . aivomwlra.® yL x 12Tyd�^Fh OfNm 'C aumras Aaa w•]mewua -V) / A� �- � �p9"�. � � 9� mumwa xwiltfarevaaTle p� Imoeoild PwRRmoo]we O S1 mn // `r ai 4� �a Ik �• ��-' .l u_npn 0 o°°"¢:u. aarowvo ow F 4vcy' L_ I o - ��' CONSTRUCTION OF STRAW BALE BARRIER s#� ��.Y`o"d.•.h".•farF ';f�+oe,:�egrm j'�F�\`, �.t �' B•'�L��I \c^ ...1.-�-er..r:.: nv.a vaMonvw r"�..vmeir�me v- ma c'au vaAlceau�mai °e�cae w� �uon iw wr.+uv `� roMnme werm�w�'POFAia 5° t�avw / 0- w7" ,� rall"s oxAi =._mXv��\ / �9` h 1 =__' .:�'EiEvnnvr:l -~ -'- }a�.'A1i'c'�$` .m a '�.�`�.sr� /^^ ` 7y]. ..:.� _ _ �`"�n'�"v"�� f ra "mw p �xara Ersv.+w:cartaa tuu Be raancev er xAmx[SAw Sar 6cata:�+6\ �d .11 � .-.^�,•In°m . EmAmcwQ.nArmaae er., e+.,a,..o.wrmaa... ` !xGlw n9:ACDrOI'CR.:ttr.GTIG�STOPM NAIFAMSNNxTATEJ RIS'rE � /.re3 �_r-.k6a�..e.ae..d�: µLi��eaID aPCr®mAR�'aWl.�mtu��(nero@a•r Q � � � FC'$. � �� Fl�'. . .e:..nLeeF•I.�n F,00.., � zcl�,RESIOBm.K ¢-40 � 'rrr � Po PUNDDw E6REFfi S._cvLe CALL SLFEPIt15 ROOMS) -1 ID(LOJ[W�6E ALONA Ei 5 AO SF�MOO% � !d •i' -- 60au owm-aui.ww�v w�exs.e �, IR(gvE9MR Eb,6.BA' -38M.T6"SF 951% 9 IfHtVI]6-EXSi6.Otl'A'NAY.10'M D'SF ,TffONgB•ER5T5.PAVID� 15DD16P R ➢ -ae 6r9aY Aae.A •PR�DGt5-mw.TO(K�by0lDP'F M56% LO(GWER PW+ �rawfwt .-wTABE 1$51MF 651. �rsiAtV tpla�avice i�m:w+'.¢ ,v�iricn O- IOIfOIAfT•ORF�-6w 691Ds 5P 2M% 7p, t1` .: -♦ .. __wrlu'""-�np _ ®-� ruwex< U•ffAifRTlD-E0.1T�FS IpS w 554% t FTXf'o'i+�' � i ®•vasocvn WWmtRaOID•Oh WP <N % N . _ tbT GOrFR PAO.iT�•TOfk. T6.lS W2030% W�`t III=III yam, ALLOKABLE DEF TION O 5TRDOTURAL �r�m =111 111= :YLRNT PPEkIlOb SFPAGE 195.915i; Obr% rt Vl ; =111 111=- sera PPL9VWfi5FD'A:R-TOTAL IOADa'F 3,49% / %'J, _ - 9DIDixG D LAMSGAflNb .. ve '. vmo TOLK DTy,V�S°3AGB SDO{.lb:= 19b9% DD fILTTYD.'EIB'J.B6i6:17.T0 FEET /' y O -'tvey.a Ay)]+ FappparlNbgM.MM1!•ewrwmd,zlMm wm RPPTD.4WNID•BAa:rOm FEET 10m FWIMP'MN :aAthu Y' _ Poma•tlIN,2yaetl.rleN.mSN®a9�iY.M Bzro s,Bvx Errs. DDm PI}T AREAS: ORIGINAL AREAS E DIVEN51ONS: sczro. wcPtm. vca F_Er rsm FwrNnm4A! .. a2a.e. am t.oeorrR. 11 FIRSTFLOORi 10MM 51' GWxfiE9 AfiBtfZOG11•A'AV KT[RAiIOI aP F�PP�NYk rRTD KLSDURBb16.9950 FEET SSm�CO1 MVRW YGCFID FLCCR� 1,1]5.155F ORI6DIAL AYBLBJA AN@OEOB iOTK GNAW' SZDA'HSW'EfRPS9 N8i1 frZT. tlFW°t9RY,RA. Ipi9`A 5F l0flgl9 n`.T.-IPBIABP 9A%MS'CIIB4�-51Tv.lO 5F.966W•FIFB-2`5]M•F.•A'J.Y+x1E6..3L �, _ • YfIAAWLiFW.T� 59305F ��•��, �.�.�.091�- Dlll05F• D.TO•FEES-69]D5Y•Z.95•F . 11m165Kti� �ID.iRlP.F.F�D-905:51.90 PC{:T 50m F•..rli MMIMY x1 P.DJRPJYN,FA9 IOM30•F LLTNIIP6.�.IDIPA]B IAve.90 sPC A.TR)-I)C050 SF•M5106F IE5-IQ!9a15Pe{10M'SIBBs$OT.M 5PL65 wmFlDaae B/FTD WIP-`..m b.'�k SI.M FB:T 2e FlOR GYXS. 519615P _ _ cAxAbB e9zts 5P _ _ � _ o-,o-n Iwr+6�x6v BD{AtU'MB6Vi ErT6:T9I FEET Tim Fm(MA)UHM. FOFOE9/GFLV�AQAS n �F .a ♦ n • - 1a.T FawEwe9/OO's5 61D15 KNIIF 5150 FEET FRRaf RO./F0.9Gi, IMm S'C,FO.1%)-D5m 6'v'abA05F IEY-5910�c 4b4O`FlE6• wwwt-J+ x WRcMOESUVY .lyib-0W 4.14%)-Ipb.l05%1ND051L°4-IA»5O_e ^b M'31�9a 5}511`F L�+g la-D-tl xevx nattAreo Wylie SITE PLAN r•1ac• xRoxo mw`O lM I.5F NA -Sasso w.lDros�l 519D1 sP•EeDDDs1E6.6:9]DYLSS •T'•"A� j,pmµ 5R_F1ANBr RIGNARDBOYORA oAT®.x-LIE]OI'1 o-b-m �t � lob R Riue-ww wve FIAS°As_cx xr uTse Isle/Tn-Soso 5RE PPO�TroN 03TNlID R,OM Yl¢VEY P�PPR®H:' DESIGN NOTES: """'Yo•"5-.^o moo¢_P°A E°11 a.'° F=NE!Ror FNOT'es A wA-r Ica fl N®La ry Tes HOVNLEY RESII7i=NGE mF.•e+ t A.pm am m.0.F+•w• a sera. _. __ _ B1wrsAaoRe NEevtB APPROVED BY T .F�.roverl�9s� BOARD OF]RLl5TEF5 TOWN OF SO r OID DRAINAGE RINGS: DACE Av t`E�l HOME CONSTRUCTION v"e"7 m.•a, ef.a.=e.s.a..:�mn "' rwrMs..on.rr.a.... ,un WAn+sEauo,Ai,a[s,mna,:worAu. °w."aw`]"`uep 1m"" - - 6Par/G 1a17. `ry�.awa,a. °:wa.,r a•mta' +w a m,.Q s-' :om a:,�.'°..m..� Wi.�..,o au,'. b �R ee+ .t•••m+• 5a J^^+mnaq.•• •f••a• a Rfvµ6 R1A➢ MSA fY�.FYA9FCC4•.•WM.C9AfuA6E A@A P"IiR-PIDipiA-Pf, °" �� w•m•. ss5r4- oNs „ 1 ry NOTTSd 'waocP Aau. 19D95F. flw],i ent Bvx m e RIGHARD E30YD - A^Ghitect ..� /Nuaus TI5aa5•"''ID'15N ssr m �•oa a �� SP..iD• 9� W u�Blb F+.4�v fog N,SVM _OC9i61o78-W]ao9.FG5md,.AL-rPaU+CW. LA S UI t P+�ia.° 'rn.'�pmrm�'iem+.eer� yP� �Avs. µAST..0»'_1N SF, ] � t a.b6 AVBiRIxmx MA CAFF014 µT.YTID ..q�.nhdwAz xut®..ra 6Yy.p¢•]Mf!A�Ar VSWuuFALL.C�vO.kl R) flu�PJrt"M1Wv � S Mie] r et.^x �ATnewwoe love:us .""F ".ter'-:rye en.:e,.a:.m....... .]eT.u16D,aFv Ta.AFAu wa..;oa �1b IeAv,c+maw,e.m°n lmn:e r.cr:I lL e•>e'9 �.•1'••3 N,rerg�.a�.r4a+s•mm:aa..• uwrt•n taaaeyr s O°biCPH£R1FFP 6e% a�•'�ena.��eui� 'A ^'^�^^`rrwp•..•eerr. r uq+P'^'•9 i'/vF.a Y�'UN[ml0.MG 3 I'WinG P�W�� Br[Ni / �� YNE I9`G,fO '�`"w•01p"� +.... waa...:o a: .Tnirx r,£T Pca�in.t+iva.ma Pr Tc� .,,oeu e: JUL to pp ,�"'. G`I.��a'�P�.w.u.wrm„m..M sa• m":.�a-...�"' nwv ua a.>.¢ '_ xm nrAro A a�x•am•w•aa mms• aox>mrat]a. .a,w•'-tea.. .aa,..d �°°`°°"�"m'w TYPICALLEACHING POOL SEOfIONS EP INGL00LSYSTEM r.cy w..• ,01 vew..zas•me nwvew.ve r:e Ram " - - ^„ki:c++::• Glenn Goldsmith,President so Town Hall Annex 01 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sege-olesski l� Southold,New York 119 71 U liza G lb Y Telephone(631) 765 1892 p t • �O Fax(631) 765-6641 SEP 2l 202� - ePa ,�ent BOARD OF TOWN TRUSTEES �plld ® 6ng t eP t,nold TOWN OF SOUTHOLD 'Town SOU CERTIFICATE OF COMPLIANCE #2180 C Date: September 23,2024 THIS CERTIFIES that the demolition of existing one-family dwelling_(2,820.76sq.ft.),and replacement with new one-family(4,284sq.ft.)dwelling_(14.5%lot coverage and 120'8 V width and 49' 4%" irregular depth);as-built generator and AC condensers on the north side of the property adjacent to exterior garage wall with landscape screening, At 320 Sailor's Needle Road,Mattituck Suffolk County Tax Map#1000-144-5-29.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 13,2020 pursuant to which Trustees Wetland Permit#9803 Dated January 20.2021,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing one-family dwelling (2,820.76sq_ft.),and replacement with new one-family(4,284sq.ft.)dwelling_(14.5%lot coverage and 120' 8%"width and 49'4 V-irregular depth);as-built generator and AC condensers on the north side of the property adjacent to exterior garage wall with landscape screening_ The certificate is,issued to CHRISTINE HOWLEY owners of the aforesaid property. Authorized Signature AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION C :Facility DEC ID 14138-00890 PERMIT Rader the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: CHRISTINE HOWLEY HOWLEY PROPERTY 25 DUBLIN HILL RD 320 SAILORS NEEDLE RDISCTM 1000-144- 005-29..3 'GREENWICH, CT 06830 MATTITUCK,NY 11952 Facility Application Contact: RICHARD BO`'iTD .206 N RICHMONL)AVE MASSAPEQUA,NY.1.1758 .Facility Location:. in SOUTHOLD in SUPPOLK COUNTY -Village: .Mattituck Facility Principal Reference Point:. NYTM-E: 70.7.901 NYT'M-N.. 4539.519 Latitude: 40°58`49.3" Longitude: 72131'43.7" Project Location: 320 Sailors Needle Road - Watercourse James,Creek Authorized Activity: .Demolish existing dwelling and accessory structures and construct new dwelling and accessory structures, All authorised activities must be in.strict conformance with the attached plans stamped NYSDEC approved on 4/25/18." Permit Authorizations Tidal Wetlands -Under Article 25 Permit.ID 1-473 8-00890/0.0011 New Permit Effective Date: 4/25/2018 E�tpiration hate: 4/24/2023 NYSDEC Approval, By acceptance of this permit;the permittee agrees that the permit is contingent upon strict compliance.vvith the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:LAURA J SCOVAZZO,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brookj50 Circle.Rd Stony Brook,NY 790.-3409. Authorized Signature: Date`. / / Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00890 Distribution List RICHARD BOYD Marine Habitat Protection. 'LAURA J SCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER'PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Peritnits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous .location on the worksite and adequately protected from the weather. 2. Notice of Commencement .At.least.48 houis. prior to commencement of the project;the potmittee and contractor,shall sign and return the'top portion of the enclosed notification form certifying that.they are fully aware of and understand all terms and conditions of this permit. Within 30 days.of.completion. of`project,the bottom.portion of the form must also be signed and returned, along with photographs of ,.the completed work, 3.' Conerete Leachate During construction;no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York.State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the.forms. 4. No Construction Debris in Wetland,or Adjacent Area Any debris excess material from construction of this project shall be.completely removed from the adjacent area(upland)and removed to -an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment'and materials shall be confined within the.project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE M DEPA R-T ENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1473840890 7 Seeding Disturbed Areas All are of soil disturbance resultin g ing from the approved project shall be stabilized with appropriate vegetation ion(grasses, etc.).immediately following project completion or prior to permit exp iration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized bilized with straw or hay mulch or jute matting until I weather conditions favor germination. 8. 'Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag,flyash,broken concrete or demolition debris). .9. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vege Won or topography within an area extending as shown on NYSDEC approved plans. 16. Straw Bales or Other at Tidal Wetland A row of staked.straw bales or.apprdvable erosion control devices shall be placed at.the'landward edge of the buffer area prior to commencement of any regulated activities:and remain in place and in good,functional condition until.the project is completed and All disturbed areas are stab.ilized with vegetation. tation. 11. Runoff Directed to Upland Drywells Roof runoff shall.be directed to drywells as shown on NYSDEC approved plans for immediate on-site recharge. M Drivewaymarking Area of Pemious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 13. Direct Runoff Away from Tidal.Wetland and Buffer. Roads, driveways,and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet Above seasonal high groundwater. 0. No Changes to Septic System This permit does not authorize any Alteration, expansion or. ,se replacement of existing septic systems. 16. Contain Exposed, Stiocijkpiled Soils All disturbed areas where so-il.wd.llbe'temporarily or expose stockpiled for longer than 48 hours'shall be contained by a continuous line-of steked.haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the.fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 17. Maintain Erosion Controls All erosion control devices shall be maintained in good And fimetional condition until the.project has been completed and.the'area has been stabilized. 'Page 3 .of 6 AM Vowa NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00890 18. State May Order Removal or Alteration of Work If future operations by the State of New York require an Alteration in the position of the structure or wo, 'here' authorized, or if, in the opinion of the rk. . in auth opi Department of Environmental Conservation it shall cause u b p unreasonable obstruction to the 6ee navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the'Dopartment to remove or alter the structural work, obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or*revocation of this permit,the structure,flill, 'excavation,or other modification of the watercourse hereby authorized shall not be cornshall., . 0. completed, the owners, 1 without expense to the State., and to such extent and in.such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted.structure or fil-I and restore to its.former condition the navigable and flood capacity of the watercourse. No claim.shall be made against the State of New York on account of any such removal of alteration. -19. State May Require Site Restoration If upon the expiration or r revocation. on of this permit;the project hereby authorized has not been completed h shall,without expense to the.State, and . y ',the applicant I without. xp to such extent and in Stich time And manner as the Department of Environmental Conservation may lawfully require, remove All or'any portion of the uncompleted structure or fill and restore the site to its former condition. No.claim shall be made against the State of New York on account of any such removal of.alteration. 20. Precautions Against Contamination of Waters All necessary precautions shall,be taken to preclude contamination of any wetland or waterway by sqspendpd.solids, sediments, fiiels,solvents, lubricants, epoxy coatings,paints; concrete, leachate-orany other efivironmentAll deleteriousin' eria s y ot .1 associated with the project. zi. Conformance With Plans All activities authorized by this permit must be mi, -strict conformance with the approved plans submitted by the applicant.or,applicant's agent as.part-of the permit Application. :Such approved plans were prepared by Richard D. Boyd last revised 4/12/18,,stamped NYSDEC approved 4/25/18. .22. State'Not Liable for Damage The State of New York shall in no case-be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,,or for other purposes, And no -claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Au thorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the'Department)to determine whether the permitted is complying with this permit and the PCL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401.(3). The perm;htee s I hall provide a person to accompany the Depa rtment's representative during An inspection spection to the permit area when requested by the Department. Page 4 of 6 AM ahma NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 11) i-4738-0.0890 A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon.request by a Department representative is'a violation of this permit, 2. Relationship of this!Permit to Other Department Orders and Determinations Unless expressly Relationship provided.for by the Department, issuance of this.permit does not modify,'supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions'or requirements contained in such order or determination. 3 Applications For Permit Renewals,'Modifications or Transfers The permittee mustsubmit a separate written applicition to the Department for permit renewal,modification or transfer of this permit. Such application must include any-forms or supplemental I * information the Department requires. Any renewal, modification or transfer granted by the Departifient must be in writing.. Submission of ,applications for.permit renewa 1,modification or transfer are to be submitted to: Regional Permit Admini's r'trato NYSbEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony 13rook,NY1 1'790-3409 4. Submission.of Renewal Application The pdrmittee must submit a.renewal application at least 30 days before permit expiration ion. for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by,the Department The Department .reserves the right to exercise' all available authority to modify,suspendor revoke this permit.. The grounds for modification, suspension.or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the pennittoe to comply with any terms or conditions of the pen-nit; c. exceeding the scope of the project as described in the permit application; ication; d. newly discoverpdmaterW information or a:material change in environmental conditions,relevant technology or applicable law or regulations since the 'issuance of the existin permit; e. noncompliance With-previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. -6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. ition. Applications for permit transfer should be submitted prior to actual transfer of d pl j ownership. Page 5 of 6 v AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-00890 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS .Item A:'Permittee Accepts Legal Responsibility. and Agrees to Indemnification The perinittee, excepting state*or federal agencies, expressly agrees to indemnify and hold harmless.the .Department of Environmental Conservation of the State of NeW York, its representatives,employees, and agents("DEC') for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit.whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims; snits, actions, or damages to the extent attributable to DEC's own negligent or intentional.acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen.suit or civil rights provision under federal or state laws. Item.B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all.special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons.shall be subject to the same .sanctions-for violations of the.Environmental Conservation.Law as those prescribed for the permittee. Item C: I'ermittee Responsible for Obtaining Other Required Permits The,permittee is responsible for obtaining any other permits, approvals,lands,.easements and rights-of way that may be required to carry out the activities that are authorized by this permit. Item D:No Right to Trespass or Interfere with Riparian Rights 'This permit does not convey to the permittee any right to trespass upon the lands or interfere with the. riparian rights of others in order to.perform the permitted work nor does it authorize the impairment of any rights;title, or interest in real or personal property held or vested in a person not a party to the . .permit. Page 6 of 6 % NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATI U Division of Environmental Permits,Region I OCT 1 0 2g19 SUNY @ Stony Brook,So circle Road,Stony Brook,NY 11790 P:(631)444-03651 F-.(631)444-0360 www.dec.ny.gov 3 7--:D P1 �,-i D F,Ti PERMIT MODIFICATION Christine Howley July 22, 2019 25 Dublin Hill Rd Greenwich, CT 06830 Re: Permit# 1-4738-00890/00011 ARN-0-DEP Dear Permittee, The Department of Environmental Conservation (DEC) has reviewed your request to modify the ab-ove referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR'Part 621.). It has been determined that the proposed modification will not substantially change the scope of the permitted actions or the, existing permit conditions. Therefore, the permit is hereby modified to increase thd elevation of the first floor of the proposed dwelling and*garage slab, add steps and raise the grade, as shown on 'the plans prepared by Richard D. Boyd, last revised 5/17/19 and stamped NYSDEC approved on 7/22/19. This letter is a I modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit'. , Sin erely, S n c orman Regional Permit Administrator dministrator cc: R. Boyd BMHP File EwvoKtc Dapartmentof Environmental Conservation M46 S �k% PROPERLY INSTALLED STRAW HAL 7.1 0, (CROSS SECTION) !ro ----------- "A cy, ------ X0. I\ CONSTRUCTION OF STRAW BALE SAV'.RI'R 'Pr �o ---------—L Ila- EM Mn (ALL 51,FZrft6 ROOMS) L4 q1- -x, V 57% C ,.% '251 , :.I 1 1 2�m% 6 —I 11F ME"'T , &lmsi �.,b u 5�% w� 2w cer,�TlaN or qTp� 5;- .......... 0�. M� IDM2,1F �=T 0 ""0 ------------------- ILI, 5 ----------- X� R aAc Z' —5-FLO,- ],5=,".—v —Tnx—,. VIM —E FLAL ME-no H0NLr='y' RES �WOLACH:F.N55. A� —_4A'TLI Mon ---ml, _W�.WUPL V7� 'Z�,"Mmm'n ;'A 5ECT;ON-,H'ZU n%ZlV-CKA- WPICAL[JiMILING POOL SECTLCIN-SINGLE POOL VqNtJ OS�fFpl.�c BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrl-southoldtownny.aov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ZZU Company Names Name: License No.: email: Q� ( , a rn Phone No:,/6 52,03-6g [(request an email copy of Certl Icate of Compliance Address.: czrrY5ovj Atv .. /Ka /U / - 5S JOB SITE INFORMATION (AII Information Required) Name: - - e— ow le- Address: 300 S'xilors Il/e e o N 5 Cross Street: o e, le- Phone No.: 9,75_ S- 6& Bldg.Permit#: email: G jeCqma; co M Tax Map District: 1000 Section: Block: S Lot: c;217.3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) two kouse- . Check All That Apply: Is job ready for inspection?: [YES ONO 12&ugh In ❑Final Do you need a Temp Certificate?: [/YES ONO Issued On Temp Information: (All information required) Service Size 01 Ph ❑3 Ph Size: A # Meters , Old Meter# New Service ❑ Service Reconnect ©'Underground ❑Overhead #Underground Laterals 01 ❑2 ❑H Frame❑Pole Work done on Service? 1I/Y ❑N Additional Information: k PAYMENT DUE WITH APPLICATION 99-763 Electrical Inspection Form 2020.xlsx ?/ '�fq �?? 0 os�ffUL,��oG BUILDING DEPARTMENT-Electrical Inspector y� TOWN OF SOUTHOLD �i �,,,� � r�� r f Town Hall Annex - 54375 Main Roat O Box 117 Southold, New York 1197159 Telephone (631) 765-1802 - FAX (631) 76d-%-- 2019 roger.richert(a)town.southold.ny.us F�UULDR4:^r 5DrYl:.. APPLICATION FOR ELECTRICAL INSPECTION TOWIq OFSOtTTiIQLD REQUESTED BY: Date: Company Name: �j �. 1 ✓r Name: :S-c1 )CL") r License No.: (Q 'A email: J 3 c v— Address: � (� H r '1i � s a e C U \ Phone No.: JOB SITE INFORMATION: (All Information Required) c Name: h r tiU Address: Cross Street: 1 1,.:..�1 Phone No.: 9 g o (� Bldg.Permit#: � '�, email: Tax Map District: 1000 Section: I W Block: Lot: a S, BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE / NO Rough In ina Do you need a Temp Certificate?: / NO issued On Temp Information: (Ail information required) Service Size Owl 3 Ph Size: /m Q _A # Meters Old Meter# Ne=Service Fire Reconnect- Flood Reconnect- Service Reconnected - Underground Overhead # Underground Laterals ,1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs PERMIT 4 Address: Switches Outlets G FI's Surface Sconces H H's UC Us Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec )pecial: :omments 4 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD =` Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 sip Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seand a-)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII•Information Required) Date: - Company Name: Lc)f� sec. . ' L Name: ae y� License No.: email: j c,,� c c�► ( 3 , Phone No:�j� request an email copy of Certl icate of Compliance Address.: A)�Z t/ 759 JOB SITE INFORMATION (All Information Required) Name: r(q. �i n z va)le-. Address: 300 S o�-s /1/e � ® .?/1� /Vllq5,2 Cross Street: o . "e- /e Phone No.: Bldg.Permit#: l�f j �� email: �1� ��; ,. ,Tax Map,District- 1000 Section: Block: S Lot: �573 BRIEF DESCRIPTION OF WORK (Please Print Clearly) 2 neco h oa-sc_ Check All That Apply: Is job ready for inspection?: []'YES �NO Rough In ❑Final Do you need a Temp Certificate?: ffYES ❑NO Issued On Temp Information: (All information required) Service Size 01 Ph 03 Ph Size: '�'60 A # Meters , Old Meter# few Service ® Service Reconnect 26nderground ®overhead # Underground Laterals 01 ®2 ❑H Frame OPole Work done on Service? [Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION M63 { Electrical Inspection Form 2020.xlsx 7/ � 1 D v n Vfl/IvV'A.!/ z PERMIT 9 Ad ess: Switches - ✓ ,Outlets t GFI's Surface I I Ll I � Sconces , r r t H H's UCLts �C1-1 Fans Fridge HW Exhaust: Oven W/D -Z� Smokes DW 1 Mini Carbon Micro Generator Combo I Cooktop Transfer AC is AH 5 Hood Service /W`�� Amps Have Usec :omments �� FA �� Scott A. Russell ��°su '� STO]E AWWAX]EIK SUPERVISOR ( �T € � � M[A\lam A\G�]EM[]EI�T SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) SEP 6 :.201.8:::: :.::_:.._....... .... DOES THIS PROJECT INVOLVE ANY OF THE 1FOI, OWING: Yes No (CHECK ALL THAT APPLY) ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 'j❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[f E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ff F. Installation of new or resurfaced impervious surfaces of 1,000 square f eet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Pro ert caner,Desigi rofessional,Agent,Contractor,Other) S.C.T.M. #: 1000 ate: r ,( District p NAME: O /JD l �' O vnm Section Block Lot Contact Information: �[' FOR BUILDING DEPARTMENT USE t).NLY "" � Reviewed By: tl L��/\:felrphwc�umncri — 1 - - - - - - - - - - - - - - - - - - Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 320 �� ❑ Approved for processing Building Permit. C 1' Stormwater Management Control Plan Not Required. �� 1� � 1`'�-�• �2— Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 11 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —�,— bt}S k J nS ?A-3 Stormwater Manggement Control Plan CHECK UST aA }( pp` section Block Lot �' S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Vkmc Yn�Su Date: ` �k The applicant must provide a Complete Explanation and/or Reason for not providing �4\�N„.,�r: tj °1t� all Information that has been Required by the following Checklist! 42y1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c, Existing -Natural &..Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. DRAINAGE INSPECTIONS ARE REQUIRED f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0O Contact TOS Engineering at 765-1560 before g. Location of all existing & proposed structures, roads, Backfill OR Provide Engineer's Certification driveways, sidewalks, drainage improvements&utiliti— m that the drainagghas been installed to Code. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). SEDIMENT CONTROLS k. Location of proposed Construction Entrance/Staging Area(s). 0rh.11 onclude but not be limited to: I. Location of proposed concrete washout aea(s). Construction Entrance, M. Location of all proposed erosion&sediment control measures. DOWire stabilization& 2. Stormwater Management Control Plan must include Calculations showingSeeding of and/or inactive soils. that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(Z inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. t Items requiring details shall include but not be limited to: A Is,- a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) h '.' 7- ......................_......_ ._......_..................... .._._...._................................;..:............ ....................._..._........ : . , .. ... ,.. F011 ENGINEE R.11. EPARTN " l' USE ONLY Additional Information is Required. Reviewed & F�I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I Q SMCP has been approved by the Engineering Department. I FORM * SWCP Check List-TOS MAY 2014 o�oFFOL,��o Town Hall Annex �� Gam. Telephone(631)765-1802 54375 Main Road a Fax(631)765-9502 P.O. Box 1179 y x Southold, NY 11971-0959 • —_-_--_-- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENOINEERED WOOD CONSTRUCTION AND/ORTIMBER CONSTRUCTION Date: Owner:. CH-9,tS-r( &tE �t.,JLL--( Location of Property: lL`S AEA-- 1771"IU Please take notice that the{check applicabl'e�line): - New commercialor'residential structure` Addition toiexisti'ng"commerci.al or residential structure s Rehabilitation<`.to;an existing .commercial or resideritial�structure:�-., to be.,constructed:nr performed at the subject property reference above:will,.uti Ili ze (check applicable.line): Truss type construction (TT) Pre-engirieer,ed'wood construction.(PW). Timber construction (TC) ': in the following location(s) (check"applicable line): Floor framing, including girders and beams (F) Roof f in (R) Flo and ro fframing (F Signature: Name (person submitting this form): r:�) Capacity(check applicable.line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 1/2" The construction type STROKE designation shall be gV59 Aclp1 661/1371 661V"or ccVye to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ ��F�� FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ROOF FRAMING 611711" FLOOR AND ROOF FRAMING STANDARDS AND CODES Bunch, Connie From: Christine Howley <chhowley@gmail.com> Sent: Thursday, October 01, 2020 9:46 AM To: Bunch, Connie Subject: [SPAM] - 320 Sailor's Needle Road, Mattituck, Ny Good morning. I am writing to request a 6 month extension of Building Permits for the above property. Please let me know if you require additional information. Thank you for your attention to this matter. Christine Howley 973 8650626 C J H o on ram, r s zq.3 le- `D , JUL 2 5 2022 ED , BU,LUING uLPT. TOWN OF SOUTHOLD S,FFOLK Co • AUTHCg�� 4060 Sunrise Highway,Oakdale;New York 11769-09,01 July 11, 2018 rboyd@optonline.net RE: 320 SAILORS NEEDLE LN, MATTITUCK To Whom It May Concern: On July 10, 2018 our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely,, I Lisa Cetta Manager LC/db Iasi"( 07/18/2018 CHRISTINE HOWLEY Service To: 206 N RICHMOND AV 320 SAILORS NEEDLE RD MASSAPEQUA,NY 11758 MATTITUCK,NY 11952 Customer Project#: 900000073511 Dear CHRISTINE HOWLEY: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin—Manager Building&Renovation Services PSEG-LI national grid E S . July 25, 2018 Christine 8 Joseph Howley 25 Dublin Hill Rd Greenwich, Ct 06830 r .. Email: chowle4,,orstonline.net;messl t t_i_Cc ontorlline.net National Grid WO#T102085184—320 Sailors Needle Rd,`Mattituck Dear Mrs.&Mr. Howley: This letter is to advise you that the natural gas service line to the above location was physically disconnected on duly 20, 2018. Please advise yopr contractor that cart should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this,property. „ i New York State law requires anyone p6nning underground.excavation work to notify local utilities by making one 01111 to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at lerist 2, but not more than 10 working days in advance of starting work, not including the day the Ball was made. The number to call is either the nationally sponsored"811", or the local number for NYC/I-I area, 1-800-2724480.This confirmation letter,of a gas cut-off doem' not relieve the excavator of making this W 1"call If you have any further questions, kindly contact me at 631-'3: 150. Respectfully, Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections G i E Richard Boyd From: Michael Demetres <mikedplumbingheating@gmail.com> Sent: Thursday, September 13, 2018 6:28 PM To: rboyd@optonline.net Subject- re: Howley Residence Attachments: Town of Southold.pdf; Certification_.htm Please see attached cert of ins for Town of Southold Also my Town of Islip plumbers license#is 0830 If you need any additional info please contact me Mike Demetres Mike Demetres Plumbing&Heating 1 DATE(MMIDDIYYYY) �`� CERTIFICATE OF LIABILITY INSURANCE 09/11/2018 PRODUCER 631-273-5200 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE D'ANGELO INSURANCE AGENCY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 656A MOTOR PARKWAY ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HAUPPAUGE, NY 11788 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: PCIC HORNER CONSTRUCTION INC INSURERB: f 124 LINCOLN DRIVE INSURERC: I I OAKDALE NY 11769 INSURER D: j I INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS R ADD' POLICY EFFECTIVE POLICY EXPIRATION LIMITS y TYPE OF INSURANCE I POLICY NUMBER T MM/DD I D E D GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A PCA5002-PC277839 07/27/18 07/27/19 �- X I DAMAG TO a cc Er 5O OOO i COMMERCIAL GENERAL LIABILITY I PREMISES Ea occurrence �S , 7 CLAIMS MADE OCCUR i I MED EXP(Any one person) ; S 5,000 PERSONAL&ADV INJURY S 1,000,000 �—I i GENERAL AGGREGATE I S 2,000,000 ,I GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG @ S 2,000,000 PROPOLICY F7 JEC LOC I AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) S HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) S I PROPERTY DAMAGE j (Per accident) `S GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESS!UMBRELLA LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE $ I( IS DEDUCTIBLRETENTION S I I S S WORKERS COMPENSATION I WC STATU- I IOTH-f AND EMPLOYERS'LIABILITY , ANY PROPRIETORIPARTNERIEXECUTIVE a E.L.EACH ACCIDENT is OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE;S If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT IS OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER IS ALSO ADDITIONAL INSURED. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF TH E ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF SOUTHOLD DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN 54375 ROUTE 25 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL SOUTHOLD, NY 11971 IMPOSE NO OBLIGATION OR LIA ITY OF Y KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENT E I I/ ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 113105368 D'ANGELO INSURANCE AGENCY ? a •'� 656A MOTOR PARKWAY HAUPPAUGE NY 11788 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HORNER CONSTRUCTION, INC. TOWN OF SOUTHOLD 124 LINCOLN DRIVE 54375 ROUTE 25 OAKDALE NY 11769 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12328 448-2 984073 03/07/2018 TO 03/07/2019 9/11/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2328 448-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/NVWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DOUGLAS HORN HORNER CONSTRUCTION,INC. A ONE PERSON CORPORATION(1 OF 1) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND / Q DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 966143837 U-26.3 Certificate of Attestation of Exemption from New'York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage *This form cannot be used to waive the workers'compensation rights or obligations of any party " The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Appplying For: (Legal Entity Name and Address): Electrical Permit James Loney 366 harrison avenue From:Town of Southold - massapequa,NY 11758 PHONE:516-903-6841 FEIN:XXXXX5097 The location of where work will be performed is 320 Sailor's Needle Road,Mattituck,NY 11952. Estimated dates necessary to complete work associated with the building permit are from September 12,2018 to September 11,2019. The estimated dollar amount of project is $10,001-$25,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is owned by one individual and is not a corporation. Other than the owner,there are no employees,day labor,leased. employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is apartnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,james loney,am the Sole Proprietor with the above-named legal entity. I affirm that due to my position with the abov&named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that,I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. 'I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the .government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN S atur Date 37 Ivetd. Egem .9 cafe:Nuint ter ; ti.. Se ire b 1 :7201.8'": 20` =a 44 E fir Ye ub S Worke -® 1is' to� an�:Board CE-200 01i2018 a7ii�i�atb aa:•Ll 51blb4101y 1HE•51UNA'fURE GROUP PAGE 02/04 JAMELON-01 CERTIFiCATE OF LIABILITY INSURANCE gATa I tlD7y" 091121 THIS CERTIFICATE_ IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATMLY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CON8TITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the•ceri fcate holder is en ADDITIONAL INSURED,the poll y(ies)must haw ADDITIONAL INSURED provisions or be ondamod. ifSUBROGATION LS WAIVED, subject to the forms and conditions of the policy,certain policies may require an endomaertient. A statement on this certificate dogs not confer rl hto to the certificate holder in lieu of such endorsemon e. PRopv _ T M971 Weinberger_- The Signature B&B companies 7t34.1100 _ i i�;Nei.(b16)�64-1019 501 Franklin Avenue rylweIa69 a sb iiUre•com Sulte 218 ass: _.r- — - . _...._ Dorian City,NY 11630 nasuaeRtsjWAqqINo00V1FtA0E —,NAIk ___ -- - I_NRERA.-Mert:,hantS_Mu al ..._ _.. :. _.. 12331!_ INSUREO INSURERB; James Loney INswlsRc: •---.._ ----• - — DBAJames Loney Electric __. —•._• 366 Har&on Ave. IxsuREmeo;,•,_-•, __.... _..— _..—. __.. _. _. Massapequa,NY 11750 nusutt It- _.__.. ._._... UISUR@R F: C YERAGE� CERTIFICATE:NUMBER: EV IQN NU BER: THIS iS TO CERTIFY THAT THE POLICIE6 OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN.IS`SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS ShfOANN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ -.,;• _.—. �. SR TYPE OF INSURANCE R � ,NUMBER POLICY POLICY E1IP UMRS A X COMMERCIALMOPALMABLITY EACHOO,C•I1gR£NCE—_ S 1, Ot1,000 AIAAGE TORENTED 500,000 — CLMM9-MADE u OCCUR X ' IBOP9096792 OW0112018 07102=19 r�REMISES.tEa ocentpt�oel , ...— _ MED EXP(AIry gne'0-ereon)—LS ., —` I PERSONAL b AOV,INJURY S„__— InGlYdea ACCiREGATE f 2.000,000 OEN'L AGGRE.GAVE APPLIES PER:APPL PER: I 2,000,000 X POLICY I "In I_ I Lod I` l PRODUCTS•GOMP!OP I1GG.S_._.. S oT roMa INEO SINGLE LIMIT 'AUTOM0911.E.LIAB1LiTY ,Asa-ea•Io�ne) .—.... �.-s... .. ... I ANY AUTO I ,eppiLY OYYNED SCHEDULED BODILY INJU A ad9ni). �... _._ . AUTOS ONLY AUTOS � I ERT1'D .._....��ppgg�� pl�,py�ep � I(Peraaitlen�) ...._... �6-• —•- �UT09 ONLY AV r05 ONLY I UMBRELLE OCCUR I I I I EACH OCCURRENCE,_— s ____ EXCMU Wa1M8MADE IAOGREGATE.-- 5—. _.._.... OED ENTION S E ; tMORKERS C�ATIOt� I __,VA V11 ANDSt1Pl0 UAIM Yl,NINIA1 ANY CPR�OR�PrRIVgO�RpMARTNER/E7tECUTIVE Ihfin agarRIEXCW08D9 1 IELDI3E/SE;CAEMFIAVE S_ _ 0It yyeel dprcltDe u11d1r `E._,JQISGASE-P Y LIM S 6 OF OPE TI NS Min" I I I 6SCR1PTfON OF OPERATIONSf LpOAT10NS 1 YEFRCLE6 IACORD lot, p AOdktonol IbeuAte SC�vaa�.may N II{7sch�d B ewl�+P!�+N eaMlwl: As re�peeta to general I'rdblilty Town Of Soutitpid is Included as addNional ni suretl as rL�peata to 1'Ieer►selpBrink Issuance S-00-11FIgLTE HOLDER CANCELLATION SHOULD ANY OF THE At30vF DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL ®E OELIVIIREO IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. $4376 NY 26 Southold,NY 11S71 AUTHOR=REPREEENTATAIE ACORD 26(2016103) 019N.2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r ' Suffolk County Dept of f Labor,Licensing&Consumer Affairs Name a James Loney air g Business Name James Loney Electric Thiscertifles that the License Number ME-3864 bearer is duly licensed by the County of Suffolk Issued. 05/01/1989 Commissionersi Expires: 0510112020 AC<> EO CERTIFICATE OF LIABILITY INSURANCE DATE/ 018 D1YY1"' 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(ies) must 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). PRODUCER CONTACT NAME: Melissa Garofalo Reimels &Associates PHONE • 631-269-5200 a No1531-269-5273 49 Indian Head Rd AD RESS: MelissaGarofalo allstate,com Kings Park, NY 11754 INSURERS AFFORDING COVERAGE NAIC# INSURERA: _ NGM INSURED INSURER B: Mike Demetres DBA Mike Demetres Plumbing &Heating INSURERC: 5 Alice Dr INSURERD: West Islip, NY 11795 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR i ADDL SUBR' POLICY EFF POLICY EXP LTR 1 TYPE OF INSURANCE I POLICY NUMBER I MM/DONYYY1 (MMIDDfYYYYI LIMITS GENERAL LIABILITY MPV81250 11/8/2017 11/8/20111 g+CHDAMAOCCURRENCE 1 S 1,000,000 1< COMMERCIAL GENERAL LIABILITY i I �PREMISES(Ea occurraneM 1$500,000 CLAIMS:MADE t J OCCUR MED EXP(Any one person) I$5,000 A PERSONAL&ADV INJURY i S 1,000,000 GENERAL AGGREGATE i S2,000,000 �GEN'LAGGREGATE LIMIT APPLIES PER i PRODUCTS-COMP/OPAGG S2,000,000 POLICY PRO LCC S AUTOMOBILE LIABILITY I Ea aBl eD SINGLE LIMIT S ANY AUTO BODILY INJURY(Per person) S ALL OS SCHEDULED I BODILY INJURY Per accident S AUTOS AUTOS ; I � ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE T` AUTOS I(PsraccidantI S — I S UMBRELLA LIAR OCCUR EACH OCCURRENCE S f— EXCESS LIAR CLAIMS MADE AGGREGATE S DED 77 RETENTIONS { S WORKERS COMPENSATION WC STATU• OTH• AND EMPLOYERS'LIABILITY Y/N OliY I ANY PROPRIETOR/PARTNER/EX.-1IVE EL EACHACCIDENT S OFFICER/MEMBER EXCLUDED? N/A I (Mandatory In NH) E L DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT I S I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,ff more space is required) Additional Insured: Town of Southold, Town Hall, 53095 Route 25, Southold, NY 11971 CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Q ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD - .;.",,w,r,,;�;�'.+.i':�..:�.",*.^l;.�,!.1;:.!-', 1'%" ;�r•,5':• "'T+.�:M:,,+;l�yf-F7.. •Mr":+.r,,•1,4iew- '.., ' -:'.,"l�,�.�;!i �!I.:.):' ::: r .\ - __ .. . 1'i :..:'.:'...: ::•..... •.. ...+ o'n'. 7 ; , : G LQ .N.. 0 :< :' G'rJ P:....: . ice : _I I of- III I ,:.: :'. 1 I R:':a. I ,11a.. _ t ,�. =;;1 I z -. ........::..... r. ;:: - g. ::�. :.. ..... : . . is'.;:., t.(.#• :::i>:: 1. . ..... . ,:f:.. ... . 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PERMEABLE PAVER DETAIL_/ 5EGTION - Wire Backed Silt Fencing,stabilitation& ' Seeding o'f ezposed.and/orlAactive soils, 5-211-18 FLOATING DOCK d RAMP TO BE REMOVtD -K, TOTAL CHANGE • )AO 5F LE55 = g51.10 5F LE55 8-7-17 NON-WETLANDS AREA CALCULATIONS 0.15 5F RE = 12.25 5F MORE ' 6-28-17 HOUSE REDUCED '. )hO 5F LE55 = 341.40 5F LE55 DRAINAGE INSPECTIONS ARE REQUIRED 1-24-11 NON-TURF BUFFER / DOCK5 2.15 SF LE55 = I I12.65 5F LE55 Contact TOS Engineering at 765-1560 before. •Backfill, OR Provide Engineer's Certification 12-6-16 HOUSE RELOCATED ON-SITE that the drainage has been installed to Code. 6-IS-I6 BUILDING REVISIONS 4.40 5F LE55 = 80.80 5F LE55 �.40 5F LE55 = 31b.20 5F LE55 ISSUED REVISED I i . 5.bb 5F LE55 =. 65q,2b 5F LE55 APPROVAL OF STORMWATER MANAGEMENT COMrRO P -Tow Cod r 236 OW R ' Date: H O Y N L.�F_` ' � 5 1 �F_N Approved b : � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 520 5AILOR'5 NEEDLE ROAD LEACHING SECTION-LEACHING MATTITUGK, NEW YORK 11952 POOL IS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE LEACHING - . . STRUCTURE, SOLID DOMES TITLE .ANI)/OR SLABS. > FINISHED GRADE W' NEB! HOME GONSTRUGT1ON w ° Ir/ -i - ALLOW 1' MIN. FOR FINAL ADJUSTMENT I_ ® IXI ® ® = ® II D - � RIGHAi�® BOY® �- Architect . , - 0 M 0 ® ® EM 1KI E0 D o ' 00 M ® ® ® ® ® D I � DE5IGNER5 - PLANNERS - RF-51DENTIAL - COMMERCIAL D f� IXI ® = ffm ® ® D `n Q • . PTH J - 3'-O" MIN. 10'-O" OUTSIDE I: J U 206 R16HMOND AVENUE, NORTH MA55APEOUA, N.Y. 11758 . - COLLAR DIAMETER —p = (516) 7q7-5080 I Z � CD Il= - K � Z 5,. Of - - — - ------------ - W >>_ D G > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS 5 a- SCALE;SCALE; AS NOTED ; U DATE: 11 MAY 16 �= BACKFILL MATERIAL SHALL BE z CLEAN SAND AND GRAVEL � � - t DRAWN BY: RDB '- ,EACHING POOL SECTION-SINGLE POOL SYSTEM .; o CALE ' J .IOB�: I6-75 ' - Q . , ' - 114nm " �� 41 �- -c N50- Q" 003 2' 2 EXISTING F10ATIN6 DOCK AND RAMP TO BE REMOVED F Kati Opp\ i t va VA IT 5 f ' FRONT Y K. TWO GAR � \ ..�41 a \ CQ �w AB(E PAVER ETB GAf�AGE \ � O I p fZ \ ,�, LAI�KW LIMIT Of WAL f�.. 1.= �7 ��Ci zl • \ NEIlJ�A5 VERIFIED BY s (u of�csr6. �I lwm I 4 \_ L14 �j1 pfZ a DA�f'M sPAYM LA�scicgl aFIN6 'yd �p-4\ �� 3�-�32 v� ON o STG %;:�y `► 9T� ` ur�o� •'�� \ 0 2 . \ �� moo, IaFAHIN DOLLING �'F 00— l FRONT Y 0 9aL STD AREASPEOF lo r Y Fx5T6 e uNE of6 pyLL,N6 �O\ i� > Y SOL STOWILE \ �p 0 0 l ryq• `� \. A3Im m. SRV MlM�+RR*. tali, 6 VDA \SOL STWI ,LF,utE,i i' IN, ry ` NOTE: ER05ION CONTROL WILL BE PROVIDED BY HAYBALE5 AND SILT SCREENING � O THE AREA OF 0ON5TRUCTION. 5TORM WATER TO BE MAINTAINED ON 51TE. p S AROUND '\ � - - / <C cam' k `b ZONE:.RE51DENTIAL R-40 LOT AREA: 2c[Ab2.00 5F \ SZ 'O UnN-WFTI AND AREA: 21,g10.00 SF •p ,�lG i : !',•ISSUED REVI5E17 SINGLE FAMILY RESIDENTIAL• ' J, ADJACENT PROPERTY,5INSLE:FAMILY Vida° Lines) ftgU I1�A RESIDENCE WITH Pu�1.lc WATER- I�� pt�c>ted I� �� > SUPPLYAND SEPTIC TAMLEAGHIN6 f: .:.• r �OI.9j C � De $ • c ldia sere ces� ttii POOL SEPTIC SYSTEM 82- 7 p • f I� � .. U4.5.i' ' 70 ch��' �8 Hours In Alvan , TMS, DISTRICT IOOiD,5EGTlON 144;BLOGiC 05,LOT 28 dl ills , ,tom — '� s FASTM PWA11NO DOCK +14 S $ 13 �y1 1 . 11 - AND RAM'TO W SUFFO CouNTY DEPARTMENT OF HEALTH SERVICES v f `C` ,,.,ro�o' `.. �.s _ 'Y t - pa511H9► ? 'I PER I FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMI Y EyESIDF-NCE ONLY ©ATES P 0 5 2Q� IrF. P 0. RIL. as \ �� APPRo IE � MTFK � � � F R MAXIM OF � BEDROOMS T' I `• �' ;a"�� ,,a7 J7� ``� RS PROM DATE Of',IPPROVAL 0, ll, � EXPI E THRE YEA OL DO °terLu � \o uea•� ,�L s / '� - ��`•" � � � _,may, EXISTINS 1,500 GALLON SEPTIC,TANK °'1p'�n �``�•-: ,o'er S.T, is xn+. '�` � P �, �9, 4'DIAMETER CROSS OVER PIPE AS SHORN.SEE DETAILS 1 u'.z• k�' �k,• ' OWNER leJ 8' x 2'-0'LEAGHlN6 POOLS, LP. b,-0, w` fi.}� �► \ ., EXI5TIN8 APPROVED CLUSTER q�" 6 LP. Gcl� a'P' 4t tis yT�,� FEf,_ � ', ,;+' \ v' 1 320 SAILOR'S NEEDLE ROAD \ MATTITXK, NEW YORK 1I4152 /_y TITLE ,� SINGLE FAMILY klDENTIAL 4. PROPERTY ADJ NEN HOME OONSTRUOTION ,p f A:GENT :SINeILY - \` • �\ - "� , RESIDENCE KV PUBLIC WATER \\ %MYAND SE-TIC TAWAEACH14 \ \ � , L:, ` POOL 5E2TIG SYSTEM \ ` g� 0o 1 ALL ADJACENT PARCELS WITHIN 150 FEET ARE IMPROV®SI{�FAMILY-RESIMWA 5. \ '�" R I�/H RP 6OYL•/ — Architect 1 NO SUPPLY NELLS•P41THIN 150 FEET. ALL PUBL.IG YJAT'ER W. wa `\ s DE516NER5 - PLANNERS - RESIDENTIAL - COMMERCIAL. � F; ZONE: Rt�IDENTIAL R-40 0P�\ � LOT AREA: 2102,00 SP ® -OW STORY AREA \ p Lb \ a Q o -�'�- p 206 HMOND AVE NORTH MA55APEOVA, NY 11-156 B.-V o STM AREA \ \ Cl) (516 'T -5060 OARACE AREA �I_ ®:-r�aoF�•oret troracN O�S� , ' cam_ _—_. OT PLAN ® - aresooRcrs� _ 30'-O" ` w_Qr �`t� " �a®a, SCALE: AS NOW Duj 6 L7 cap OT i=LAN E3Y R I G�-� 1�D E30YD, Rom. , cn - ®® '' DATE: 16 MAY 2018 A= l 6 K.RI CHMOND AVE., MA554EQUA, NY 11156 (516) 1411-5060 SITE INFORMATION 05TAINED"PROM SURVEY PREPARED BY ,� � �A - I OF 3 YOUNG:.8,YOUNG,SURVEYORS - LAND SURVEYORS - 11 JAN. 2001 d 22 DULY 2015 UPDATE \ to 0• DRAM RB LOT'AREA . 241,462 501JARE FEET (0.6766 ACRES) 02011� � MAF!OF.5ALT LAKE,VILLA6E, MATTITXK,LOT 11, F/O 12 \RI - JOB#: 16-56 RA ', t f l / NJO -1 2 C / YD z _NE OF�STG. \� ..._,i/10 00 MIN D1N�LL.ING F 4001 EXSTG. ��I . � TO BE YEWAY REMoyED LINE DE EX5TG. 0 DRI Y /EX5TG. Y/ p�C SEPTIC TO BE DE / RE-USED �'/ EL._ � � 11NE 0p N 5Ty ph i Io!_ " MAIN. r RAP F.E . / \ OWNER IN o .2 GRADE _ ' ! LINE oI= HC ^lL.EY RES I DE1�lGE • LI � \ - - f/ TG• DWELLING •P � � !� l� �/ 520 SAILOR'S NEEDLE ROAD 0 L.P \ \ MATTITUGK, NEW YORK 114152 \ . a.2 L.P. IO'_oil MIS: Qs L \\ TITLE G DE GR �` NEN HOME G0N5TRUGT I ON EL.- I� - L.P. 1.60 - _ RICHARD BOYD - Architect / El�� \\ `,�` II Q� DE516NERS — PLANNERS — RESIDENTIAL — COMMERCIAL 206 RIG ONO AVE NORTH MA66APEQUA, NY I I-W ,D S .�L�� o � e IWIE \ \fir�/ \4'�('� �\ ��J��( ,`� d�� SCALE: A5 NOTED LU DATE: 16 MAY 2016 I 10' DiA MIN ; " , DRAWN BY: RB LU 'mt'e loa "��r tl� V`� MCHARD F N�-RA JOB#: 18-56 y TEST HOLD 1� T SEPERATION OF WATER AND SEVER LINES SENE,Z LINE REQUIREMENTS SITE PLAN NOTES PARALLEL INSTALLATION-WATER LINES SHALL BE LAID A MINIMUM ALL ';',WEIR LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. DISTRICT 1000,SECTION 144,BLOCK OS,LOT 26 DATE: I I OCTOBER,2001 OF TEN FEET HORIZONTALLY FROM ANY SEWER LINE. ZONE R-40 SINGLE FAMILY RESIDENTIAL THERP'SHALL BE A LENGTH OF CAST IRON 5&M LINE EXTENDING I y 5 WOOD FRAME GONSTRUGTION WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN THIRO_"M THE FOUNDATION TO A POINT A MINIMUM OF TM FEET FEET,A WATER LINE MAY BE LAID CLOSER TO A SEINER LINE PROVIDIED BEYgl!-,D THE FOUNDATION WALL. BEDROOMS: 5 THAT THE BOTTOM OF THE WATER LINE 15 AT LEAST 16 INCHES ABOVE THEs„-;, LINE FROM THE BUILDING CAST IRON PIPE TO THE SEPTIC GARBAGE!6RINDERS, 0 _. 0��}• THE TOP OF THE SENIER LINE.WHEN THIS VERTICAL SEPARATION THE 61 AND TO THE LEACHING POOL(S)CA SHALL MEET OR EXCEED TOTAL BEDROOMS/GRINDERS: 5 �XER � CANNOT BE OBTAINED,THE SEWER LINE SHALL BE CONSTRUCTED OF 1,500 GALLON MINIMUM SEPTIC,TANK GAPAGITY GOMh,ERGIAL STANDARDS GLASS 2400 SEWER PIPE,OR ASTM MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STAfN BARDS FOR PLASTIC SEWER PIPE WITH A MINIMUM SDR SS 40 50. FT.MINIMUM LIQUID SURFACE AREA ANU LOAM STANDARDS OF CONSTRUCTION AND ALL Be PRESSURE TESTED TO LEACHING SYSTEM DESIGNED FOR SOIL CONDITIONS WHERE THE + A55M WATER TIGHTNESS PRIOR TO BACKFILLIN6. RATIN;: IN THE TOWN OF HJNTINSTON,CAST IRON PIPE IS REQUIRED LEACHI WATER I$ DE FEET DEEP.THE LEACHING oON0111 POOLS 2 6 BETNf=;EN THE BUILDING FOUNDATION AND SEPTIC TANK INLET. PAIN.Vft M CROSSINGS-THE GROSSING OF WATER AND S�LINES SHOULD BE EXIST AS FOLLOW5, AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY.IN SUCH GASES: r.+LIS-t;=tR GON INT. RS OF THE PROPER M'E SHALL BE USED AT THE EXISTING SEPTIC SYSTEM TO REMAIN.APPROVED IN 2002 CIE �To._ CAST�'RON JOINT. ME[3! ?A- S�i�I�' SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A EIGHT POOLS CONTAINING ONE N 2'Nl6H X&-0°DIAMETER THE 5£:�LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE I; P SEPARATION OF AT LEAST 0 INCHES BETWEEN THE BOTTOM OF THE A MIN;;-NM PITCH OF 1/4'PER 1'-0'AND A CLEAN-OUT OR MANHOLE CESSPOOL RINGS CLUSTERED FOR A TOTAL OF lb'-0' WATER LINE AND THE TOP OF THE SEWER LINE. EVER, 50 FEET. VERTICAL FEET. 16'-0'EFFECTIVE= 400 SQ.FT.SIDEWALL AREA. 5 OP7 SEWER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF FINAL&RAPING AND BAGKFILLING NOTES BROWN SANDY GROSSINCv. THE VTI ER LINE FROM THE SEPTIC TANK To THE LEACHING POOLS) ORGANIC CLAY. SHALL)HAVE A MINIMUM PITCH OF I/8'PER I'-o% FINAL INSPECTION-AT THE TIME OF COMPLETION,THE SYSTEM SHALL WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF TIM WATER LINE SEWEF',-LINE TRENCH(W SHALL BE FIRMLY TAMPED.ALL BAGKFILL BE LEFT VISIBLE FOR INSPECTION.PRIOR TO INSPECTION,TIE BOTTOM G3, ABOVE THE SEWER LINE,THE FOLLOWING ADDITIONAL CONDITIONS SHALL'BE FIRMLY TAMPED BY RAND ABOUT THE PIPE.THE PIPEW OF SHALL THE PIPE TRENCH SHA BE BACKFILLED WITH 6RANA.AR MATERIAL 6 0' APPLY: SHALL+BE SECURELY CEMENTED AT THE POINT OF ENTRY INTO THE AND STABILIZED TO PROVIDE FIRM BEDDING.THE PROPERTY LINES PRO" A VERTICAL SEPARATION OF AT LEAST 0 MC4E5 SHALL BE PROVIDED 5E'TIE TANK AND LEACHING POOL(S). SHALL BE'STAKE"IN ORDER TO ASCERTAIN THAT THE SYSTEM 15 BETI EHN THE BOTTOM OF THE 65I R LINE AND THE TOP OF THE WATER LOCATED ON THE PROPERTY IN ACCORDANCE WITH SUFFOLK COUNTY SII-TY SAP`IEa THERE BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK LINE. 5w4LL DEPARTMENT OF HEALTH SERVICES STANDARDS AS DESCRIBED WITHIN fyl� IF B ?:, ARE UNAVOIDABLE,THEN FOR BENDS WITHIN THE FIRST TEN SSE SEPTIC SYSTEM NOTES. e4V E L w'I,2 WATER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF FEET f`!ROM THE HOUSE FOUNDATION,THE SEINER LINE SHALL BE . � GROSSING. CONS-1-WT'ED OF CAST IRON FROM THE HOUSE FOUNDATION UP TO SAGKFILL AND GRADING-THE COMPLETED SYSTEM SHALL BE CATER :IN SEWER LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS THAT AND 11?'l:LUDING THE BEND.LONG SWEEP ELB0W5 SHALL BE USED AND BACKFILLED AND COVERED WITH 5WTABLEE SOIL FOLLOWING Of?.OWN ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION FOR BEM:K-_SHALL NOT EXCEED 45 DEGREES AS I4=A5URED ALONG THE APPROVAL TO DO 50 BY THE DEPARTMENT OF HEALTH SERVICES.THE SILTY"SAND THE ENTIRE LENGTH OF THE SEHNB2 LINE AND SHALL BE PRESSURE AXIS(•.p THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET PROPERTY SHALL BE GRADED SO AS TO MINIMIZE SURFACE DRATNA6E TESTED TO ASSURE WATTEIRT164TNESS PRIOR TO BACKFILLIN6. FROM THE HOUSE POUNDATION AN APPROVED MANHOLE OR INTO THE SYSTEM.A MAXIMUM FIVE PERCENT SLOPE SHALL BE GLEA} -OUT SHALL BE INSTALLED.FOR PROJECTS WITH A LARGE MAINTAINED FOR A MINIMUM of 20 FEET HORIZONTALLY FROM THE NUMBEst OF BENDS CON51JILT THE DEPARTMENT OF HEALTH SERVICES NEAREST EDGE OF OF THE LEACHING POOL.(5)BEFORE TAPERING OFF A I�I� IN PRIOR,70 INSTALLATION. TO PREVENT SEEPAGE OF THE LEACHATTE THROUGH THE TOE OR EDGE ALL 51=,DER LINES SHALL BE STRAIGHT.WHEN SECTIONS OF PIPES ARE OF THE SLOPE.STEsP GRADES FURTHER THAN 20 FEET FROM THE FIALI BOOM USED,'ley sHALL BE of THE sAHE MATERIAL AND CONNECTED WITH LEACHIN&'POOLS SHALL BE STABILIZED PURSUANT TO LOCAL CODES. I�E;:SAidD COUP14`46S OF THE SAME MATERIAL.THE COUPLINGS SHALL BE OANER ASP} Sm:. LLY INSTALLED AND WATERTIGHT.DIRErTIONAL CHANGES THRO'u IT THE USE OF APPURTENANCES MAY BE PERMITTED IF F4 O I^I I E�/ I AB50L<<lTELY NECESSARY. 1—f Y `l J� I WHEN DINS MORE THAN ONE TYPICAL LEALHNNB POOL ALL SEWER LINES`'.OM THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN 320 SAILOR'S NEEDLE ROAD THE Di'lTRIBUTUION BOX AT THE SAME ELEVATION. MATTITVK, NEW YORK 1I4152 TITLE NEE HOME 0ON5TRUGT I ON CENTER FIRST FL. LEACHING POOL SEPTIC TANK I RICHARD BOYD - Architect EL. 12.0 p q.61 EL 10.2' DES16NER5 - PLANNERS -.RESIDENTIAL - COMMERCIAL FIN.GRADE EL q20 (GRADE EL.0 BOR :8.9) ' I/8'/FT PITCH MIN +4�PIT H MIN . 6.22' � __ - - -J=-- -- _-==z- IIF>�T=13i5 '4 (�',�-Iq�� 206 RIGHMOND AVE NORTH MASSAPEOUA, NY 11-758 4 GENT N IN.EL T15' GENT Our EL'130' IN EL'ib' GE® (516) -t oso m 19 SEAL EL 6.1 r J EL 550' *' �® �� SCALE: AS NOTED DRAWI 6 EL 1.20'_ _ _ _ _ )3 120, _ _ EL 1.20 ._ _GROUND_WA iER �. P A-2 H16H TIDE � .�r �p �� DATE. 16 MAY 2016 - 5EPTI G PEFTH 5GHEMATI G _ F 2 of 3 Lli 0RA"m BY: RB JOB#: 1&-56 IZED ON OR TION THIS SURVEY IS A MOLATION CTION 7209 OF THE NEW YORK STATE OWN HEREON FROM PROPERTY LINES 70 EXISTING AND OT TO BE USED LISH TY NES OR FOR ERECTION FENCES. ES OF S SURVEY MAP E COPY. 4)CERTIFICATION 1 (1)INDICATEDOHEREON SHALL RUN RUN ONLY TO THE PERSON FOR WHOM THE SURVEYFIS�PREPARED AND ON HIS BEHALF TO THE TITLE EDUCATION COMPANY.GO DISTANCES VERNMENTALAGENCY AND LENDING INSTITUTIONSiED HEREON.AND TO STRUCTURES ASSIGNEES OF THE SPECIFIC LENDINC�INS71TUT10NE.INCERTIRCATONS ARE NOT�TRANSFERAABLLEE TO'�ADDITIONAL INSTITUTIONS OR SUBSEGUENTTOOIWN S T'(5)THE LOCATIONNOT OF BEARING NFLIS(MQ.SEP7IC TANKS SURVEYOR'S INKED CESSP=.S(L'P)9i�HEREON SHALL ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM O ER& 400 Ostrander Avenue,Riverhead,New York IIg01 t N f Q r tel.631.121.2303 fax.631:129.0144 t� l_l L admen®youngengineering.com fit ouq 4 �Ouq LOt 121 Q Howard W.Young,Land Surveyor \ cSUhdiVISIOn - pMV�Y „ t ul Thomas G.Wolpert,Professional Engineer o w Salt Lake Village ; W ,q Douglas E.Adams,Professional Engineer AS W ®`� E �Q Lew , l (� Robert G.Tast,Arehiteat �T o °41'00"� I14.51 t 99 VERIFIED 61rNARD LIYlOUNFa t T OF IYOUNE, I ; _N84 w it yew 1 ► . SI jO WKor- SITE DATA c t PcoNc. - Eve ,m ; •oe41.e S IV _ ' 103° LoiN6 I ; \ FLOATINs wont DocK AREA = 2c1,452 50. FT. n zl - 40_4- c I Tq, wooc IRAI-V •SUBDIVISION-"SALT LAKE VILLAGE"FILED IN THE OFFICE OF I UFILITY POLE a ♦ ;!' ° THE CLERK OF SUFFOLK COUNTY ON MAY 10,1440 AS MAP NO.1310 LU It b\ \ a • VERTICAL DATUM = NA.V.DATUM(1488) i^ Ibs' Lot 12 0 \ •A�% •SEE FLOOD INSURANCE RATE MAP PANEL NO.36103G0482 .1 '\ 9 H LAST DATED SEPT.25,2009. o III. � r � Lot 11 ♦ -�j. FLOAn I o I 1 N /I SU A a� � �\ RVEYOR'S GERTIFIGATION '�' I �• \oQ o, ♦♦ W"�� •SURVEY WAS PREPIARED IN AGGORDFY TO IANGE WITH THE CODE IS �� of ♦ PRACTICE FOR LAND SURVEYS ADOPTED 5Y- STATE '�/�_ Q 9 / ♦ NO (� Ar��OGIATION OF PROFESSIONAL LAND L S�E W y-;� 0 `- O cic 0 . ♦ f . 7 . G1G G b.4' Ip P \a9 .� ♦ \ S.t p�p•yt�e i 1 I= � i ;� ��I IN� �' �I�^` /j, t,,y m� ,c Ab ♦ io NN .. ., �. wGA�-�/(� %Ih?-i .I� Q 5g93 Slo � ^' � , Sul ¢� \6Q• 3 �i HOWARD W.YOUNG,N.Y.S.NL.S.NO.45843 'ir ti. n N�goO�,OOnr � �i I c1 11Q� -Y 1 Lot 11 1 3 5URVEY FOR N SQ, cy/ � �v� �� CHRI5TINE HOALEY �0 'Q LOT 11 8 PART OF LOT 12 "SALT LAKE VILLAGE" 0Ix at Mattltvak, Town of Southold ti N Suffolk County, New York a O FIRM ZONE BOUNDARY LINE 0 AS SCALED FROM FLOOD �ii o INSURANCE RATE MAP FOUNDATION LOCATION SURVEY r County Tax Map District 1000 s«eDD 144 BIC&05 Lae 29.5 MAP PREPARED JAN. 11,2001 Jr �/: ^, Record of Revisions o!ry O t" �`( Ova RECORD OF REVISIONS DATE O V w� GENERAL AMENDMENTS DEC, 10,2001 t •� FOUNDATION LOCATION OCT.24.2002 JULY 03,2006 UPDATE SURVEY JULY 22.2015 0$ O OFFSET JULY 20.201"1 0 �A R 1 9 2019 FOUNDATION LOCATION MAR 13.2014 0 a ® O.FSO MOLD Scale: Is = 40' J05 NO.2016-OI96 DWG.2000-056?.2015_008T_fouMatlon_lor. I OF I O= MONUMENT SET ■= MONUMENT FOUND = STAKE SET ®= STAKE FOUND GIG = OAST IRON COVER �� (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE,NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION:CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(SET)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,N&P4 York 11901 - tel.651.1212505 fax.651.-12-1.0144 i p admin®youngengineeringxom Lot 12 , xT'� N ' \ 16 Q y I \ SUbdIV1510Y1 - _ - Howard W.Young,Land Surve or Thomas G.Nblpert,Professional Engineer AO= 1.901t Lake Village e ' xrN. Douglas E.Adams,Professional Engineer VAALI-w ®— E \ obx =_-�;;-,_ Robert G.Tast,Architect 11L�rj1 0 ; 9 L4NDYVARD LIMIT OF TIDAL NIETLANDS A5 viWiri D BY YouNG t YOUNG H WOOD•KIM H SITE DATA �O P am Ro ♦ .=nee s 1`T S �(�(V _ I03 0 ;� t----�\ \ FLOATINS woos V=K AREA = 201,4152 50. FT. n +F-lir- IS. PRAle I \ o V4000 RAMP •SUBDIVISION- 'SALT LAKE VILLAGE'FILED IN THE OFFICE OF o 1 �� IiY Pam \\ 6 ° THE CLERK OF SUFFOLK COUNTY ON MAY 10,14140 AS MAP NO. 1510 N I \ •� JL4�� 11 UT, I \ � -'-e1`- 0 VERTICAL DATUM =NA.v.DATUM(1488) -H ` \ Lot 12 0 SEE FLOOD INSURANCE RATE MAP PANEL NO.56105G0482 o Lot II — —� � 9 H LAST DATED SEPT.25,2009. fI . /`�'� '' \\\ o�? ,� _.:� FiAATI GK SURVEYOR'S CERTIFICATION o BRlcK ep �A�¢ i= c ` ♦,.:- `-v P� V' W SURVEY AS PREPIARED FY IN ACCORDANCE WITH THEY THAT THIS€-� =� Ta ., PRACTICE FOR LAND SURVEYS ADOPTED BY 3 % / / ASSOCIATION OF PROFESSIONAL LAND �N / GIG D it 2.9 A n o / �x,FRO Q W. / ¢� Leo Ir T _ Fz Cie-, o i .h y ♦ \ � - - �,,;,� ;. �' `' '�(4` /`/ \ \��PY ♦ Q 'l�,l O 45 tj 3 n i��, wDy HOWARD W.YOUNG,N.Y... .NO.45 `� L��r TOWN OF SOUTHOLD 100' y(4 o N.1goQ5 WETLAND SETBACK LINE �i' FLA6POLe 10 y o N.Y.S.D.E.G.95'WETLAND i' ' ` SETBACK LINE " Lot I L 3 SURVEY FOR " vQ S9j�6q,��/o j ��' .' �� CHRISTINE HOMEY " Qf�� 4 / �0 ,0 LOT II 4 PART OF LOT 12 q' �20� ��Ib _ "SALT LAKE VILLAGEII F 9ei R3, �� at Mattituck, Town of Southold Suffolk County, New York a FIRM ZONE BOUNDARY LINE w _ AS SCALED FROM FLOOD \� o s19 r y INSURANCE RATE MAP 'B - CERTIFIED-SURVEY N, ..�Oounty Tax Map Dietrfot 1000 SeCtIOn 14.4 Blook 05 Lot 29.5 MAP PREPARED JAN. 11,2001 l _ _ Record of Revisions O�� O. RECORD OF REVISIONS DATE GENERAL AMENDMENTS DEC- 10,2001 FOUNDATION LOCATION _ OCT.24.2002 � �J � - DULY 03 2006 m NOTE: UPDATE SURVEY IDLY 22.2015 OFFSET JJLY 20.201"! O 5ETBAGK LINE SHOWN HEREON TO BE VERIFIED BY - - THE TOWN OF 5OUTHOLD 8 N.Y.5.D.E.0 m IL JOB NO.2015-0061 - DWG.2000_056"1-2015_008"1 x+I.OF I O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND GIG = GA5T IRON COVER I - - —..__. (qwe.��`s�w.�aa�.ro°'ronc'a.tta.wuro,'m aca«mav M+n wa n.rt 5nwrar u•.Ol mr a��•+bragnnn uu mmsrw smuou¢s uc rm.5a�cnasys m.e xormz�m m.vsrcmmn urtsu ra r5am,ai 5orm dlwarnm awn un.ot oewo Mw.n s+mmrs wan su.m5wossm sr suu.or ec mmmm to s.�..n'm.�.®'I�re,�°�Mm°'M o0aa rW.u1 M 9M(TR wepw®u°°u:BUWf to M VCF Caourr.�tA.oa•14•WCr N°IDS+°S.SPNuO,u55e�.up fi M•SNQS V,M rEEn e°TNTF awn.•r°°,R Mt vW9W.al TO M°nq„�aSnNm°°P agaW9l awaAS PI M L°M9q 4 qL5 M SUM twgs 15�,t tasvag5(�9pe,p¢Ox W[nrW rIDn msIXt•.ro¢W mWt. 406 Ostrander Avenue,Riverheod;New,York 11901 -� nn tel:631.72.7.230a Pox.63L727.0144 , Vadmen®youngenglnaering.bom N- - SAL Horvdrd YV.Young,.Land Surveyor AUG 1 5 2024 Thomas;G,Wolpert, oroPes5lonolEnglneer RQ-. - Douglas.E.Adoms,ProPesslonal,Englnecr Daniel A:Nleaver,.Land,evrveyor ' ,�. Building DeRartryient -SITE DATA• w m �' E 'Po�rrn of Soufh©id . . �No ' AREA 29,482-SQ.F.T. "SUB_DMSZON=°SALT LAKE VILLAGE'FILED IN THE OFFICE OF THE CLERK - - _ - - P - ,. .. .. UFFOLKC.OUPITYO Lot 12,',. ., • ,,;•`� .. Subdivision'-' OF _, NMAY10,1940A5.MA NO'1310� _ `'VERTICAL`DATUM, - - �' 'NAVD(1988)• S •/ _ J \; \� „$aIt.LOke V•Ilage'- - _ SEE FLOOD INSURANCE RATE MAP PANEL NO:36103C0482 H LAST DATED SEPT.25.2009. 1 i \ E'. woFrx i:114.51'•: ' N84°41'00" LANDwARDLIMITOFTroALwE7LAND5As " Y 1 EYERbREENs-' Im 1, V`� YERIFIED BY OUNGBYOLR46 . i Q - Ip . Q O. FLOATINW WOOD DOCK - 1 i 40.4'� GENERATOR i ',DOCK \ . _ -—__ \b�-' 'i.. \�!" - WOOD RAMP, - - `. 71 O\ STONE • �/�- �I CM W. 0 N163 Lot .. /i►w, `'o----ws--� _ & _ .iLotli- \. _ .'•�yo• - - - - - w - .. //;II^^�O _ �. �� + g� `. _ \ ._fit♦- •.•N - _ ._ - . '" .-. . /�� 2.0'I.� •'.fly�. \'I P ,P- �'-R,9 `r SURVEYOR'SCERTIFICATION:. �'� 00 .` . § .. �s TIELON6AL0*01R)M"TE ; `Sjl{ •(p_ U'. L➢ _ Qt.Q H16H WATER MARK . -' • ' `WEyEREBYCERTIFYTOCHRISTINEHOWLE1f;THAT.THISSURVEY" ', •- _- ISA' �,'ye', ♦y,DPy, .; t> p .. WAS PREPARED IN ACCORDANCE WITH:THE CODE OF.PRACTICE FOR LAND; _ �� _ Zti l - _ - e yN�. _ _ ♦. ; 'W SURVEYS ADOPTED BY THE NEW,YORK STATE ASSOCIA11ON'OF-� gp ti•/ _ RSiwnvooD - ck _ ,- _ _? \:.' PROFESSIONACLANDSURVEYORS. 1'. .. .;: .. •.,.==''ram o-�tiz '<'9 x9 . . '� ''\.:� qP�� A/F`y .�' uANDcr•�- OF :L'ot11: Subdivision- Off^ - 9sw "Salt Lake Village" 95893; `0/1 dyr 10 _ r..' .�� .. <13 - HOWARD.W.YOUN6..: .S.LS. 45893 C,g,ND;SUR� DANIEL A.WEAVER, ..S.L.S:NO:507n e Off' `SURVEY_Fop i .FIRM ZONE BOUNDARY LINE AS: 1.�•'' SCALED FROMFLOOD. _ %, 'w' . '.CHRISTINE''-HOWLEY`- INSt1R.RJCE RATE MAP -;1 •N,p- ._ w Ss LOT 11&PART OF LOT.12 -SAL -LAKE VILLAGE" Mntti+tuck,`.Town of Southold_ Suffolk C w York' 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,h2 0 .: FINAL;SURVEY:. p - APPROVAL OF CONSTRUCTED WORKS FOR • LEGEND ASINGLE FAMILY RESIDENCE pw• County.ToxMap- oatwi loco S..ti 144' ' eia�R 05 Lcl 29.3 d`CONCRETE CURB-' Date -,:.7/?124;:._ H.S. Ref. Nn. R10-18-0086.._._ - CMF =CONCRETEMONUMENTFOUNDs MAP,PREPARED- JAN.112001 ' - - CM5 '-CONCRETE MONUMENT SET' R2COrCI Of ReVIS10nS' ! - -CsW CONCRETE SIDEWALK- REVISION• _ DATE ' The sewage disposal and water supply facilities at this location have been D>" DRAINAGE INLET fFNFT2AL AMENeMENTS= DEC.10.2001 inspected and/or certified by this Department or other agencies and found - • IPF," =IRON PIPE FOUND:, FouNOATiON LOCATION OCT_29:2002_' ' 'OL" e'ON PROPERTY LINEi JULY 03-2006 ` to be satisfactory FOR A MAXIMUM OF 5.---.BEDROOMS. os =ouTnooR sHowER': UPDATE SURVEY JULY 22.2015 ' RO; ROOF OVER OFFSFT, TULY 20.2017 .. �b - FOUNIDATTON LOCATION MAR_13-2019 /��♦I�-Fi. .' �' .. WIF:;' =.WIRE FENCE'", -.'FINAL'SURVFv •. sEPT'27:2023 - p - - WDF - ,WOOD FENCE- f.FNERAL AMFNDMFNTS .TAN_30.2024 �$ CRAIG KNEPPER,P.E.,CHIEF WMR',' WATER METER `r.FNERAL AMENDMFNrs MAY 22.2024 astew r Management = _O OUND:Office of W ate nagemen WSF; 'WOOD STAKEF ; •. i - TAKE SET .30 0' .-,115 30'.,'; rWOOD•STA - WV. WATER VALVE' 60', 90 '.... _ - ...-.•'- .. �Q.; =UTILITY POLE; - 6:lu.- 30 - - - • ' - •, =END OFDIRECTIOWDISTANCE, SCLiI - -. DWG. 000_0 5679 202 2_0197_fs: _ : 1'OF1 . . RES,Icheck Software Version 4.6.4 Caomplianc.m.e Certificate Project Howley Residence Energy Code: :2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: :1,942 ft2 Glazing Area ;33% Climate Zone: -4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 320 Sailor's Needle Road Christine Howley Richard Boyd Mattituck,NY 11952 320 sailor's Needle Road 206 N Richmond Avenue Mattituck,NY 11952 Massapequa,NY 11758 (973)865-0626 361-0040 rboyd@optoinline.net Compliance: 10.8%Better Than Code Maximum ILIA: 2025 Your UA: 914 Maximum SHGC 0.40 Your SHGC: 0.28E The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to minimum-code home. Envelope Assemblies Gross Area .11 Cavily cont. or U-Fac Perimeter Wall 1:Wood Frame, 16"o.c. 4,757 28.0 0.0 0.0510 148 Window 1:Wood Frame:Double Pane 1,200 0.3410 408 SHGC:0.28 Door 1:Glass 513 0.311D 159 SHGC: 0.28 Door 2:Solid 20 0.2010 4 Door 3:Solid 56 0.240 13 Wall 2:Wood Frame,16"o.c. 275 15.0 0.0 0.077 21 Wall 3:Wood Frame,16"o.c. 94 15.0 0.0 0.077 7 Floor 1.All-Wood joist/Truss:Over Unconditioned Space 2,591 30.0 0.0 0.03.3 86 Floor 2:All-Wood joist/Ti uss:Over Outside Air 317 30.0 0.0 0.033 10 Ceiling 1: Flat Ceiling or Scissor Truss 2,318 51.0 0.0 0.025 58 Project Title: Howley Residence Report date: 09/05/18 Data filename: C:\Users\rdbbay\Documents\ItEScheck\Howley.rck Pagel of 2 Compliatice Statement. The proposed building design describedL11sted wPES building plans,specifications,and other calculations submitted with the permit application.The proposed dd to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requiheeck Inspection Checklist. Name-Title Sicibature Date Project Title: Howley Residence Report date: 09/05/18 Data filename: C:\Users\rdbbay\Documents\REScheck\Howley.rck Page 2 of 2 AP RO �ED AS NOTED. DATE: Blower door and duc. ork FEE:• BY., ;NOTIFY ;BUILDING DEPgR testing>r wired. AT 765-1802 . 8 AM TO 4 PM FOR THE FOLLOWING''.INSPECTIONS: 1:'FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ' Mu �t provide Manuals 2."ROUGH'-,FRAMING & PLUMBING 3:. INSULATION D, J and S as per 4 FINAL'-- CONSTRUCTION MUST NYS Energy Code BE LETE FOR C.O. A!L COMP C,ONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO NOT PROCEED WITH FRAK41NG UNTIL SURVEY �k19lGIQyINZBA OF FOUNDATION LOCATION l ARD HAS BEEN APPRQVED,_ ; SOUTHOLD TOWN TRUSTEES N.Y.S.DEC PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE_ CERTIFICATE OF OCCUPANC OCCUPANCY OR SOLDER USED IN WATER SUPPLY SYSTEM CANNOT USE IS UNLAWFUL EXCEED 2110 OF 1% LEAD. WITHOUT CERTIFICATE OF OCCUPANCY :PWM,B.1NG AL1."PLUMBING WASTE ,WATER LINES NEED lta BEORE.COVERING DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS.Engineering at 765-1560 before Backfiil.OR Provide Engineer's Certification that the dralnage,has been Installed to Code. All exterior lighting installed,replaced or \jELECTRICAL repaired shall conform ECTION REQUIRED; to Chapter 172 Code of the`Town �;� BU I LD I NC DP�i�TMENT NOTES Q� D H1 ( WIND DESIGN SUBJEGTF ONDMAMGE - _ Ct SPEED TOP06RAPHIG SPECIAL WIND-BORN SEISMIC WINTER ICE FLOOD AIR MEAN I I SNOW LOAD (MPH) EFFECTS WIND REGION DEBRIS DESIGN WEATHE,INC FP05T LANE TERMITE DESIGN BARRIER HAZARDS FREEZING ANNUAL l--L-- Z = ZONE CATEGORY (''� TEMP REQUIRED INDEX TEMP D O i D Q Q 20 I MILE B SEVERE BOF 3'BFG ADD TOE BELOW YE5 YES 5q9 51 \ I =- O O FROM COAST H qVY v -� -� CLIMATE ZONE 15 4A � . INTERIOR SPACES INTENDED FOR HUMAN OGGUPATION SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT.E55 THAN 68 DEGREES FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY G � �-- (2015 IMG 30q.1)SYSTEM DESIGN SHALL BE BASED ON MAX-12 DEGREES HEATING,MINIMUM 15 DEGREES C.00LIW- DEGREE DAYS ANY LAGUARDIA)4bil,WINTER DESIGN TEMP 15,DRY BULB M,YET BULB 15(2015 IPG APPDX - OPENIr'G5: DOW'-E WOOD FRAMING SHALL BE PROVIDED AROUND OPENINGS IN WALLS,FLOORS,CEILINGS,ROOFS,etc. D)AL50 A5 PER 2015 IBC CHAPTER I6 SECTION SECTION I6M AND ASGEi-WIND EXPOSURE CATEGORY AND 5Lf'.,'=AGE ROUGHNE55 I5 B,USE G FOR BOTH SOUTH SHORE AND FIRE I5LAV. I THiS PROJECT CONF02MS TO THE FOLLOWING CODES: I 2015 INTERNATIONAL RESIDENTIAL CODE, 2017 NYS UNIFORM CODE SUPPLEMENT, 'r.u� ROOF R'`TER$A5 PER ROOF PLAN DESIGN NOTES: ' I TABLE R402.1.2 WSULFRION/lap FENESTRATION REOUIREMENTS 8Y COMPONENTS d �� U 2015 WFCM, 2010 ASCE-7 ENGINEERED DESIGN AL.STRUGTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE AMIERICAN PLYWOOD ASSOCIATION LIGHT,VENTILATION-SECTION ABLE - I HABITABLE ROOMS:ALL HABITABLE ROOMS SHALL BE PRO+1D D WITH AGGREGATE GLAZIMJG AREA OF NOT LE55 THAN 8 PERCENT OF THE ENERGY NOTES wooO i°'F'A! FLOOR AREA OF SUCH ROOMS,NATURAL VENTILATION SHALL BE THROUGH WINDOWS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE I,V�OOD FRAMED FLOORS,WALLS AND CEILINIGS SHALL HAVE AN APPROVED VAPOR BARRIER 7 CUMATE FENESTRATION SKYLIGHT° FEaEaLTRRDION CEILING FRAME MWALL FLOOR 9ASEMENTo 8 R SPAC °E � I I Q E3UILDIN6 GOMIPL IE5 WfiTH APPENDIX J,SECTION AJ308 t 5CGTICN A.�O,AND STRUCTURAL WIND LOAD PER AJ O042 (PERMEA?ll' ATIN6 OF i.0 PERK ZONE U-FACTORS u-FACTOR 6 R-VALUE t"""'L R- R- WALE VALUE VOLL _i +�--t ALL AF_TAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT CONNECTING POINTS.INSTALLATIONS BE OUTDOOR AIR.SUCH OPENINGS SHALL BE PROVIDED WITH RE AC'Y ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING INSTALLED ON THE 'WARM IN WINTER"SIDE OF THERMAL INSULATION, aHcc•• VALLUE VALUE1 VALUE R-VALUE a R. �/ OCCUPANTS.THE MINIMUM OPERABLE AREA TO THE G'UTDOOR5 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VEENTILATED.BATHROOMS 2.WINDOWS AND 5LIDING DOORS SHALL HAVE A MAX.AIR INFILTRATION RATING OF 0,3 GFM PER 5QUAR',FOOT OF WINDOW AREA. 1 DEPTH VALUE n� TION AJI004 51RUGTURALt n'TCGO GONNEC,'rORS AND 5IMP50N OR APPROVED EQUAL.THEY SHALL SHALL BE IN STRICT GONFORMANGE WITH MANIIFAGTURES SHALL BE 3 5F OF GLAZING WITH ONE HALF OF WHICH MUST BE OPERABLE.THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL SWINGING DOORS SHALL HAVE A MAX.AIR INFILTRATION RATE OF 05 GFM PER SQUARE FOOT OF DOOR AREA, � 0.75 0.25 30 13 s'4 13 0 0 0 1 _- �� Ii TE =;GAVOWS, kNO RECOMMENDATIONS AND THE 2015 RESIDENTIAL CODE OF VIEW YORK STATE 2 0 40 0.65 AJItO04.2 WIND LOADS.BUILDINGS SHALL COMPLY WITH THE WIND PROVISIONS OF TH15 GORE AS APPLICABLE. LIGHT AND MECHANICAL VENTILATION SYSTEMS ARE PROVICIEG. 3.ALL FIREPLACZE5 HALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 GFM. A!,["CUES SHALL HAVE TIGHT a2s 36 13 a.re u ° o o � -� EXCEPTIONS: SEATED DAMPER WITH A MAX.AIR LEAKAGE OF 20 GFM. ALL FIREPLACES SHALL HAVE TIGHT-FITTING t01`;•COMBUSTIBLE DOORS, 3 035 05s 0.2g I. DETACHED ONE ARID TWO FAMILY DWELLINGS WWEIZE WIND LOADS AT THE NEW LOCATION ARE NOT HIGHER THAN THOSE AT THE A!L i'F115,FL.Or)R5 AND CEILING SURFACES NEW OR EXISTING SHALL BE PATCHED AND OR FINISHED TO MATCH EXISTIT<6 SURFACES 13«s o^ &19 19 fi/131 0 5713 Q 4.THE GONTRAGTOR SMALL SUBMIT THE DESIGN,SIZE AND TYPE OF MEGHANIGAL SYSTEMS WHICH WILL BE;•SCD,IN SUFriGIEN7 DETAIL, �« �� PREVIOUS LOCATION. AS REQUIRED BY THE BUILDING DEPARTMENT, °W re 0.35 o.5s 040 4e e,13 19 10/13 10.2it 1tui3 T, , \ 2, STRUCTURAL ELEMENTS WHO5IE STRE5515 NOT INCREASED BY MORE THAN 5 PERCENT. BATHROOM LIGHT AND VENTILATION R303.3 5.ALL THERMOSTATS SHALL BE ADJUSTABLE FRAM 55 DEGREES TO 85 DEGREES FAHRENHEIT. - 73`a /r LLI BUILDING COMPLIES BATHROOMS,WATER CLOSET(COMPARTMENTS AND OTHER Vi 111 AR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS 6.ALL DUGT5 AND PIPES SHALL BE INSULATED A5 REQUIRED BY CODE. Ihvp 4 0.32 055 NR 49 13 51 13ftT 309 15/19 to,211 1,U19 ,+„ 0i , „ AND GEILINIG5 TO BE TAPED AND 5PAGKLED 3 COATS.PAINT AS SELECTED BY OWNER.INSTALL MOISTURE RESISTANT GYP BD pJ NOT LE55 THAN 3 SQUARE PEST,ONE-HALF OF WHICH MUST"E3'OPERABLE,THE GLAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL 7.HNAC CONTRACTOR SHAI L VERIFY HEAT L055 CALCULATIONS. Pa:-`..- .Ak E-A5 8 0,32 0.55 NR 49 2o+6 or 1U20 LIGHT AND MEGHANIGAL VENTILATION SYSTEMS ARE PRO�TC'Z,THE MINIMUM VENTILATION RATES SHALL BE 50 GFM FOR INTERMITTENT OPM°^1 1a,1o^ 3oa Is.t9 15.an 15l19 kn K. 10 BE UY TRUSS JOIST,GEORGIA PACIFIC OR APPROVED EQUAL VENTILATION OR 20 GFM FOR CONTINUOUS VENTILATION, BI'l IIATION AIR FROM THE 5PAGE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. SAFETY 6LA55 REQUIREMENTS PER R308 6 i 4' 1 PAt1Oh 2 0 29 O S6 NR 49 25 15720 309 16 t 20 %,4 R lam cavity GONSTRUGT I ON NOT E C ITIGN AS PER DEMOLITION PLANS SAFETY 6LA55 REQUIRED AT THE FOLLOWING LOCATIONS: rand0 032 v55 NR 49 20+5ar 1=1 3a'1 15l19 ie,4n 15,19 �,i _J O I. ANY GLAZING IN ANY DOOR TYPE. 13«10t -� :•<: GENERAL P:?:�.!�>' 2. GLAZING ADJACENT TO DOORS WHERE THE E30TTOM EXPOSED EDGE OF THE GLAZIW6 15 LE55 THAN E, '•IL.HES ABOVE THE FLOOR OR - T R SHALL COMPLY WITH ALL GOMtSTRUGTION DOGUMENT5.CONTRACTOR SHALL BE PROPERLY CERTIFIED AND LICENSED FOR A5" L GTi:C 5Y OWNER R303,1 INTERIOR STAIRWAY ILLUMINATION.INTERIOR STAIR"i Y'i SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: Fast ltoare pt8mm. L E OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LE55 THAN I a.R-velues are minenums U-Iactore and SHGC era msxfmurns.When ineute0en is instaliod In a-Wirw hich blast than the label a design 2.1. WHERE THE GLAZING IS WITHIN 245 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE D'�: '.t;4 A GL05ED POSITION. thick-'Ora,ainaulatron,utairmtaxad R-valveathemeuletW shallnabeleaethantheR-vaxespw1liadinthatabie. < t ) THE CONTRAG 0 FOOT ANDLE 01 LLUX)X)AS ME LASUREDS AT THE CEENTiER OF Tilt`V Ito AND LANDINGS.THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO 2.2. WHERE THE GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED Rt Iii';4IN WITHIN 24 INCHES OF THE b-Theienesiriwon U-tactwcotumn excki&.skAghl%-The SHGC cdumn apple w ell azw tenastnn - Ti+ISPROJEGT. I?�,� '.T'�.i= d on.Exoeptan:skyllgnt,mayaexduaee DO NOT SCALE DRAWINGS.FOLLOW DIMENSIONS AS SHOWN ON ORANNG5. PR:' ..i'1`'Li✓LAS5 INSULATION PLUS VAPOR BARRIER IN WALLS,CEILINGS,FLOORS AND WHERE NOTED ON DRAWINGS,INCLUDING CEILING CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS 51A,W MORE RISERS.EXCEPTION: A SWITCH I5 NOT REQUIRED WHERE REMOTE, HINGE SIDE OF AN IN-SWIN151NG DOOR, from glazed tame°-auon SHGC nquo-ements in climate sales 1 through 3 where the SHOO for such skylidixa CIO"not exceed o.30, �/\/\��\J� 3OVVE THE FLO,^,k WHERE THE c.'15lt9'rtletma R-15 oonskiucus Insulation on the W"n-rdr sxtnor dthe home dr R-19 cavity insular«at the in,mc,of the b"semaM w04•tb19` ! `/ O SCOPE OF THI5 WORK 15 INDICATED ON THE DRAWINGS AND TTfSE NOTES. BfE'- rr l=RAGE AND HOUSE. FOLLOW MAMIUFAGNRERS INSTRUCTIONS FOR PROPER USE CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PiROVIC E„. 3. GLAZING IN WINDOWS LARGER THAN q SQUARE FEET;WHERE THE BOTTOM EDGE 15 LE55 THAN li,INLGHC'A, R30313 EXTERIOR 5TAIRWIAY ILLUMINATION EXTERIOR STAIIq''IA YS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE shell W pe and ed bbe melw hH-13 earky Watt etxu on iha ededo eF the baaemem waspus R-6 can rt ous msu et ndn lM me orawrWlorW TOP EDGE 15 MORE THAN 36 INCHES,ABOVE THE FLOOR;ONE OR MORE WALKING SURFACES ARE NTH'M f'+INH:HE�S;ME'.SURCD tha home"10/13'rttesns R-10 oontir u insuietan w the interior or.mcnwof the home a R-1,1 eavrty m 106 n at tM Interior of the basement weW CONTRACTOR SHALL OBTAIN AND PAY ALL FEES,PERMITS,DEP05115 FOR UTILITIES REQUIRED FOR THE PROJECT EXCEPT FOR THE WILDING TOP LANDING OF THE STAIRWAY.EXTERIOR STAIRWAYS FPS, 10ING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE HORIZONTALLY AND IN A STRAIGHT LINE,OF THE GLAZING. -1-11" d.R-5 ehaube added to ther«luiraastab. �a (`� 4. GLAZING IN6UARD5ANDRAILINGS. a9eR-efwsfaf�axtarobe.hsua6ondapmshaxbattrdeptnorthetoo6n or2wat,Whichewriflea6 PERMIT. !2 7C.;fr_AND WINDOW5 PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT 'H,'BOTTOM LANDING OF THE STAIRWAY, In cLme aiuneb t nough3ro nested akbs. 9 WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING J1RI5DIGTION t -__ 11UC'i: ,>NiD WINDOWS SHALL 8E COMPLETE AND SHALL INCLUDE FRAMES,TRIMS,EX11 N1510N JAMBS,SILLS,STOOLS,CASINGS,$GREENS, 5. GLAZING IN WALLS ENCLOSURES OR FENCES CONTANW OR FACING HOT TUBS,MIRPOOLS,SALNAS,51:t t':R VMS,BATHTUBS,$HOMERS e.There are no SHGc raquiremants in the win.Zane. AND INDOOR OR OUTDOOR SWIMMING POOLS' r.8aeamem waA insadatbn k not required k,warm-humid bcations'as defined by Figtue R301,1 etW Table R3o1 1. MARC:,a2E,ETC, 6. GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM 15 LE55 THAN% INCHE:S ABOVE THE:N�.;CM SURFACE g.Or insulaticn suffickrrtto flit the framing cavity,,R-19 minimum. REMOVE ALL CONSTRUCTION DEBRIS FRROM THE JOB 51TE AND LEAVE THE FACILITY IN A BROOM GLEAN CONDITION.ALL N,,4.r:' e'V EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED AND WEATHER5TRIPPED. ALL 11.13 VERTICAL RISE,A FLIGHT OF STAIRS SHALL NOT HAV"A VERTICAL RISE GREATER THAN 141 INCHES(3134 MM)BETWEEN FLOOR 1. GLAZING ADJACENT TO TTE BOTTOM STAIR LANDING WHERE THE GLAZING 15 LESS THAN 36 INCHES A1301'.THiE LANPINIG AND WITHIN A h The rvstvdueis oevityk1-btion,ths-econdv -*W contin -haulation,so-13.5-means R-13aavtylneulatpnplus R-5..memo[-ineuleks. 0 GON1 RAGTOR SHALL 60-INCH HORIZONTAL ARC,LE55 THAN Ir30 DEGREES FROM T H E ESOTTOM 1TiEAD NOSING. 1.Th.ga,cwd R-wlue applies when more than halt the o-au atron is on the I wenor of Ina maea wee. Q`� GLASS SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF GONSTRUGTION,ANY PAINT SPECS AND OR GONSTRUGTION MARKS SHALL BE Ci,k'ii i 5i�Ai-L BE LOW-E,DOUBLE-PANE°,ALL WINDOWS TO BE ANDERSON OR EQUAL LEVELS OR LANDINGS, t THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS 15 MORE THAN bO"ABOVE THE FUr,:. 0 6� REMOVED FROM AL,L FINISHED 5U2FAGE5 STAIR TREADS AND RISERS PER R311.15 TABLE Rao2.t.a Eou1vA1.ENT u-FACTORsa IIIIII G1i.1' i'r!ING LORNE DEBRIS AREA-SEE CHART ABOVE: RISER HEIGHT PER R311.1.5.1-THE MAXIMUM RISER HEIGHT SI{.: .BE 13/4 INCHES(Ig6MM).THE RISER SHALL BE MEASURED VERTICALLY ASPHALT ROOF 5HINGLE NOTES L L 1 t 517E WORK.CLEAR AND GRUB CONL�iTRUGTION AREA OF ALL ORGANIC MATERIAL AND FILL WITH GLEAN SAND TO ELEVATION OF BOTTOM OF r!Zi4ISH AND PLACE IN THE STORAGE ROOM,PANTED WOOD STR!CTURAL PANELS,1/16"MIN y Q BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE Ca,1ATEST RISER HEIGHT WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE FRAME Moss CRCCE � �r SLAB.r3URFAGE MATERIAL MAY BE USED FOR FILL OF LANDSCAPED AREAS OF THE 511E.FILL BROUGHT TO THI5 511E SHALL E9E T!C.•KNL a5 WITH A MAXIMUM SPAN OF 8 FT.FOR ALL GLAZED OPENINGS AT ALL WINDOWS.PANELS ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLI H1 rH THE REQUIREMENTS OF CLIMATE FENESTRATION SKYLIGHT CEILING V%lALL WALL FLOOR BASEMENT SPACE GONTRMINATED SOIL. r p SMALLEST BY MORE THAN 3/8 INCH(115 MMU. u- u_ _ vp _il ,_L BE PRECUT TO COVER THE GLAZED OPENINGS WITH 2-1/2"#b SCREWS,Ib'0.C.FOR SPANS<4 ASTM D-225 OR O-3462 ZONE U-FACTOR U-FACTOR U- U- WALL WALL _ FACTOR FACTOR b FACTOR U•FACTOR U- � ON F',12"O.G.FOR SPANS<6 FT,AND q"O.G.FOR SPANS<8 FT.AT ALL WINDOWS. TREAD DEPTH PER R311.15..2-THE TREAD DEPTH SHALL BE I-Vr LE55 THAN 10 INCHES(254".THE TREAD DEPTH SHALL BE MEASURED FACTOR FACTOR 00NGRETE HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOR[.05T PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS,ALUMINUM,OR COMET Z10FIN5 NAILS. FASTENERS 1 o.so 0.7s O.o3s o-osa 0.1s7 o.o6a o.36o O.a77 v� ALL FOUNDATION WALLS AND FOOTINGS SHALL BE CAST ON SpLID APPROVED BEARING SOIL,SEE CHART WITH A MINIMUM DEPTH OF V-O" F!RE c;•rOppING TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 SHALL BE MINIMUM I2 GAGE 5HANKED WITH A MINIMUM 30'CIA.HEAD,AND OF SUFFICIENT LENGTH TO PEWTR►lI',THROUGH THE ROOFING � yJ N BELOW GRADE.501E SHALL BE LNDISTURBED VIRGRQ 501E P'li;N1?E 11RE STOPPING AS PER THE 2015 RESIDENTIAL CODE OF NE'_W YORK STATE.FIRE STOP CONGEALED$PAGES WITHIN WALL,CEILING, INCH(113 MK. MATERIALS AND THE SHEATHING. 2 O.ao 0 Bs 0.030 0.060 o.tes o.or14 o.a6o o.an ATION WALL5 AN�D FTGS SHALL BE POURED CONGRE'E. FOOTINEf TO HAVE(3)#5 REINFORCING BARS 3"FROM BOTTOM, Mrl ITIL'S!,FLOOR,STAIR,ATTIC OR GORNI B GONSIRUGT RI AND AROUND CHIMNEY,PIPE AND DUCT OPENINGS IN$UGH ND 14 T CASEN SHALL RLL FOUND P.EFIC!:°TCl"PED OR FILLED WITH NON GOMBVSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME,SMOKE,FUMES A14D HOT GA5E5.FIRE LIGHTING OU7LET5 ADDITIONAL LOCATIONS SECTION E3g03a ASPHALT ROOF SHINGLES SHALL HAVE THE MIMIMUMI NUMBER OF FASTENERS A5 REQUIRED BY THE MANUFAG1Uf2.1. 0.35 0.55 0.030 0.060 0.098 0047 p,0gto O.t36 -j 4'THICK SET ON 4'THICK GRAVEL BED,WITH 5TC"F :/+OR FILL SHALL BE NONFLAMMABLE MATERIAL WHICH CAN SHAPED,FITTED AND PERMANENITLY SECURED IN P05ITIONI.FIRE STOP AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET iliALL BE INSTALLED IN HALLWAYS,STAIRWAYS,ATTACHED GARAGES,AND a except 0.35 0.55 0.026 0.060 0.096 0.047 0.059 0,065 � Q z UNLESS SHOWN OTHERWISE,OONGRETE SLABS SHALL BE Marine I- R�EINFORGING. GOYGIEA!°D VERTICAL$PAGES IN WALLS AND PARTITIONS SHALL BE BE FIRESTOPPED AT FAGH FLOOR LEEVEL AND AT THE CEILING OF THE DETACHED GARAGES WITH ELECTRIC POWER.AT LEAST ONE •TALL-SWITGH�ONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE FOR NORMAL APPLICATIONS,ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LE55 THAN FC>LI(4)FASTE-HERS PER STRIP s�d '� Z Q b"X 6%IOAO WELDED WIRE MESH UFF'r�:MOST STORY,50 THAT$UGH SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY OR GOMMUNIGATE WITH CONGEALED ILLUMINATION Ot THE EEXTERIOR SIDE OF EACH OUTDOOR EGI;L55 DOOR HAVING GRADE LEVEL AGGESS,INCLUDING OUTDOOR EGRESS DOORS SHINGLE OR TWO(2)FASTENERS PER INDIVIDUAL SH NGL.E. ►v@tnne a 0 32 0.55 0.026 0.060 0.082 0.033 0050 D.Ds5 D THI5 PROJECT HA5 2,000 P5F LOAD BEARING PRESSURE: HOR'-'ONTAL SPACES IN THE FLOOR OR ROOF GONSTIRUGTION.SPACE BETWEEN FLOOR JOISTS WITH CEILINGS ATTACHED DIRECTLY TO THE FOR ATTACHED GARAGES AND DETACHED GARAGES WITH F:E CTRIC POWER.A VEHICLE DOOR IN A GARAGE SHALL NOT BE GON5IDERED AS 6 o-32 0.55 0 02e o.oas o.060 0.033 o.0so oss I O lu ,OI55 �MPLL E3E FIRCSTOPPED FOR THE FULL DEPTH OF THE JOISTS AT ALL POINTS OF SUPPORT,UNDER SUPPORTED WALLS AND SYNVI�H A�7 EACH FL GR EVELI AN1D LANDIEVEL ITHATI�N..'UDES AN E NTRYWAYE 0 GON ITROLITHE LIGHTiNGYDUTLETS WHERE H E STAILRNVAY ORWHERE THE BASEWIND55PEED 5V ZO MPH OR GREATER)FASTENERS PER SHINGLE WHERE THE SAVE 15 20 Fi:COR HIGHER AEOVE GRADE 7 arw a o.32 o.ss p.o26 o.oa5 o.os7 o.o2s o.050 0.055 TABLE R401.4.1 PARIITI+:NS HAVING A REQUIRED FIRE- RESISTANCE RATING BETWEEN FLOOR LEVELS HA5 SIX OR MORE RISERS. 0 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSA FIFE VCP CONGEALED SPADES WITH WOOD FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL AN1D AT THE CEILING LINE OF THE TOP Q iY M LANDINGS FOR STAIRWAYS PER R311.1.6.THERE SHALL BE A I;,OOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY.THE WIDTH MISCELLANEOUS GONISTRUGTION NOTi=S a.tJonfenestratln�rl U_factors shall De obtained from measurement,calculation w an apWroved source, STORY,WHERE FIRE STOPS ARE NOT AUTO-MATIGALLY PROVIDED BY THE FRAMING SYSTEM USED,V5E CLOSELY FITTED Yy00D BLOCKS PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE Nk;+i LE55 THAN THE WIDTH OF THE FLIGHT SERVE.LANDINCfi OF SHAPES OTHER b.When more than half the insulation is on the interior,the mass wall lNactors shall be a maximum of 0.17 in ClImet6 I LOAD-BEARING PRESSUIRE(POUNDS ';CAME MOTH AS FRAMING MEMBERS THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROV i tED THAT THE DEPTH AT THE WALK LIKE AND THE TOTAL AREA I5 NOT LESS ALL GONGRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGE-301-qb'SPECIFICATIG4:,FOR 5Ti',IGTURAL Zone 1,0.14 in Climate Zone 2,0.12 in Climate Zone 3,0 087 in Climate Zone 4 except tMarine,0.065 in Climate Zone 5 `n CLASS OF MATERIAL PER 5QUARE FOOT) THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TC' THE REQUIRE LANDING WIDTH.WHERE THEE STAIRWAY HAS A STRAIGHT RUN,THE CONCRETE FOR BUILDINGS" REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE bO and Marine 4,and 0-057 in Climate Zones 6 through 6. v i CRY5TALLINE BEDROOH: 12,000 M_%G.LLANEOU5 DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 T1 36 INCHES(114MM).EXCEPTION:A FLOOR OR LANDING 15 NOT REQUIRED AT THE c.Basement wan Wactor of 0.360 in warm-humid locations as defined by Figure R3ot..1 and Table RMIt 1. 0 �W PR^VI)F.GUTTERS AND LEADERS AND GRADE SOIL TO DRAIN AWAY FROM HOUSE,PROVIDE DRYWELLS AS PER LOCAL TOWN GODE5.COLOR TOP OF AN INTERIOR FLIGHT OF STAIRS,PROVIDED A DOOR:'JE5 NOT 5WIN6 OVER THE 5TAIR5. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AI5G"5PEGIFIGATION5 FOR DESIGN,FABRIGATIN AND ERECTION OF (� z Q SEDIMENTARY AND FOLIATED ROCK 4,000 AS SELEG7ED BY OWNER r. (JJ SANDY C-'-RAVEL AND OR GRAVEL(GNU AND GP) IN KITCHENS,PROVIDE APROPERLY-511ED EXHAUST FAN,D15GHARGING TO THE[OUTDOORS. ' �'• •' STRUCTURAL STEEL FOR I3lJILDINIGS".STEEL SHALL CONFORM 70 ASTM A-572(6RADE 50)AM62 A-501 TABLE R402.4.'1.1 AiR BARRIER AND INSULATION INSTALLATION 3,000 HANDRAILS PER R3I1.1.8 HANDRAILS SHALL BE PROVIDED Ot hT LEAST ONE SIDE OF EACH CONTINUOUr'RUN OF TREADS OR FLIGHT WITH FOUR ALL ELEGTRIGAL WORK SHALL CONFORM TO LOCAL NEC,AND UNDERWRITERS LABORATORY REQUIREMENTS. 4 Z - IN E3ATHRpOM15,PROVIDE A MEDICINE CABINET A5 SELECTED BY OWNER. OR MORE RISERS. INSULATION -J 0 HEIGHT PER R3I1.1h.1 -HANDRAIL HEIGHT,MEASURED VERTiCr LY FROM THE 5LOPED PLANE ADJOINING THE TREAD NOSING,OR FIN15H COMPONENT AIR BARRIER CRITERIA INSTALLATION L 1 • SAND,51L'fY SAND,CLAYEY SAND,51L1Y GRAVEL PROVIDE:�'8"FIRE(.UDE GYf SUM BOARD ON CEILING ABODE HEATING UNITS AND WALLS. PRE-FABRIGAi'ED FIREPLACES AND FLUES SHALL BE UL APPROVED. `" � CRETEi2cA n/ Ll 0 SURFACE OF RAMP SLOPE,SHALL BE NOT LE55 THAN 34 IN:n�.G j064 MM)AND NOT MORE THAN Ni INCHES NO MK. I ' • A continuous air barriershail be installed in "} AND CLAYEY GRAVEL 2,D0O ' (5WbP5M,5GbMGG) THE O'r4NER AN7 CONTRACTOR HAVE THE RESPONSIBILITY TO COMPLY WITH ALL APPLIGABI-E CODES,LAWS,RULES AND REGULATIONS IN THE INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS IN ACCORDANIGE WITH ALL STATE AND LOCAL C>G'E'ZEQUIRCM:ENTS. G�NSTRUGTIGN OF THI5 PRO ECT AND TO VERIFY ALL DIN1EN510N5,MATERIALS AND THE LOAD-BEARING CAPACITY OF THE 501L PRIOR TO CONTINUITY PER R311.7,8.2-HANDRAILS FOR STAIRWAYS BRA;:,BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY the building envelope. - CLAY SANDY CLAY,SILTY CLAY,CLAYEY SILT, ZXA?, •:f MARK, ALSO,VERIFY ALL CONDITIONS FOR WORKABILITY.�THE ARCHITECT WILL NOT ENGAGED IN THE SUPERVISION OR INSPECTION ABOVE THE TOP RISER OF THE FLIGHT 70 A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR Geltora!requirements a c exterior thermal envelope contains shall not be us insulation SILT AND SANDY SILT B OF TH:5 P",OJECT DURING CONSTRUCTION.THE CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS FOR THESE SHALL 1EERMINATE IN NEWEL POSTS,OR SAFETY TERMINALS.HB,N)RAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN I V2 THE OWNER SHALL ARRANGE FOR 5UPERVI510N OF THE GONSTRUGTION WORK TO INSURE GOMPLIANGE W1!TH THE GO'e' i JCt'�1ME?ji5, a continuous air barrier- seali not be Cried as a (GL,ML)iH AND GH) 1500 pR,Ah`'.;,� INCH(38 h1M1)BETWEEN THE WALL AND THE HANDRAILS. sea eqs or jcirlts in the air barrier shall be seaing material, -T' MECHANICAL PER M1103 -1- EEXCEPTIONS: I 5/8"TYPE'X'GYPSUM BOARD AT WALLS 6 GEILIN6 OF UTILITY.PROVIDE 3/4 FR.FIRE RATL°D DOOR.PNv^+/iCE FR2`:i'IH'.�pR t:.GH.7W0 The air barrier in any dropped ceili /soffit I.HANDRAIL5 SHALL BE PERMITTED TO BE INTERRUPTEI.BY A NEWEL P05T AT THE TURN. rig �� Z FOR 51: I POUND PER SQUARE FOOT=0.0479 KN/M' R'31.> 5N•^i;E FBI tp p"/e OPENINGS-ONE WITHIN 12'OF CEILING E ONE WITHIN 12"OF FLOOR.EA.OPNG.TO HAVE V 50.INCH PER 2'.Z 0 B^'1 1^ '- 1';7 DF AL! stlall tie ailgrlad with Ute insulat on and any The I"Loation in arty ._ . �' 2.THE USE OF A VOLUTE,TURNOUT,STARTING EAS!NG t:'.STARTING NEWEL SHALL BE ALLOWED OVER ,t,1 n a R314.' ZRL,SNOH; ,ALARMS SHALL GOMPI-Y WITH NFPA 72 AND SECTION R3I4. APPLIANCE$IN SPACE.UPPER OPENING DUCT TO BE LEVEL OR VEERTICAL. Ceiling/attic gaps in the airbarrier shalt be seated. dropper)ceilirlgrso++.t shell , I�A R A.WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING CAPACITIES OF THE SOIL SHALL BE PART OF THE - THE LOWEST TREAD. I<_I<�~.. -.CMOKE ALARMS SHALT. BE L15TED IN ACCORDANCE WITH UL 211.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS [ Access openings,drop down stairs or be aligned with the air 1 ✓ I�Q ry RECOMMENDATIONS ' •._.l!ii�D rl4 A'WRDANCa WITH UL 211 AND UL 2054, GUARDS PER SECTION R312 knee wall doors to algid.xtitiorted attic barrier. 1 l- R"!_ !'u:'_ R�c"UIRED.SMOKE ALARMS SMALL BE PROVIDED IN ACCORDANCE WITH TH15 SECTION. R312.1 GUARDS.GUARDS SHALL BE PROVIDED IN ACGORDi,4C1'ATH SECTIONS R3I2.I THROUGH R3I2.1.4 MECHANICAL ELECTRICAL PER M1305,15.1 ! spaces shall be sealed. __ - - -- - B.WHERE IN PLACE SOILS WITH AN ALLOWABLE BEARNG CAPACITY OF LC55 THAN 1500 P5F ARE LIKELY TO BE PRESENT AT THE SITE,THE A LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AX-A.RCC:•"'TA,L i;;i/',,L BE Cavities within corners <C e_• W i(c��-1,1;' T, ION•5H1pKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION �?I""'.'-+.-' A ,NS REPAIRS AND ADDIT10N5 WHERE ALTERATIONS,REPAIRS OR ADDITIONS REQUIRING A PERMIT TO OCCUR,OR WI ERE R312.LI WHERE REQUIRED.GUARDS SHALL BE LOCATED A,C'•'.'OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,RAMPS,AND LANDINGS, PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN AGGORDANGE WITH CHAPTER 3Q.EXP05EJ LAMPS 5a°'.- • '-: i 4..S and hshall b of frame ONE C"' ' '.YE 1EL1' FNIG ROOMS ARE ADDED OR CREATED IN EX15TINO DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH THAT ARE L.OGATED MORE THAN 30 INCHES(1b2 MM)MF_A '",Lr'VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 DAMAGE BY LOCATION OR LAMP GUARDS. watts shall be insulated by comPWelyfllingthe ,.' -;''i, ;°�,� ;;'HIKE''.'"Wo LOCAiEP A5 REQUIRED FOR NEW DWELLING5. INCHES(1114MK HORIZONTALLY TO THE EDGE OF THE OPEN!-',1:1WbECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. The junction of the foundation and sill plate cavity with a i natr:nal . , `K,--,. "F�, - TABLE R402.2 txQfG ..c:,. i f' R312.1.2 HEIGHT.REQUIRED GUARDS AT OPEEN-SIDED W.ALKIn+, I',2FA+CE5,INCLUDING STAIRS,PORC E5,BALCONIES OR LANDINGS,SHALL BE NOT LIGHTING IN STORAGE OR EQUIPMENT SPACES PER ENO5.4 I shall be seated. having a themlal ,a"o t '' "-" . 1, 1"XiF't.IM::'•;,,VIMG THE EXTERIOR 5l1RFAGES OF DWELLINGS,$UGH A5 THE REPLACEMENT OF ROOFING OR SIDING,THE ADDITION OR LESS THAN 3b INCHES(g14M1N1)!N HEIGHT AS MEASURED VEF.T ��LY ABOVE THE ADJACENT 51<FAGE OR THE LINE CONNECTING TFE LEADING IN ATTICS,UNDER-FLOOR$PAGES,UTILITY ROOMS AND BA5ET1ENT5,AT LEAST ONE LIGHTING OUTLET SHALL Fr I;ST.,i,':��N+;l'Z i.SE Walls Tha jtmctlon oftha top plate and the top of resistance / - -y MINIMUM SPECIFIED COMPRESSIVE STRENGTH CONCRETE ;�EFq AC,.EME,T GT WINDOWS,DOORS,OR 7HE ADDITION OF A PORCH OR DECK,ARE EXEMPT FROM THE REQUIREMENTS OF THI5 SECTION. exterior of R-3 r inch m,nimtxn. a r ,r `` l -v EDGES OF TREADS. SPACES ARE USED FOR STORAGE OR CONTAIN EQUIPMENT REQUIRING SERVICING.SUCH LIGHTING OUT LET SHALL EEC[ t,;,A w'C M'A WALL t'e MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'G) A 2 .i d.LA"IC�,ALTERATION OR REPAIRS OF PLUMBING OR MEGHANIGAL SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF THI5 walls shall be sealed. Exterior thermal enveb a �, r TYPE OR LOCAT10N5 OF CONCRETE 5,',-TOM! VXGEPTIONS: 1.GUARD5 ON THE OPEN SIDES OF 5TAIR5 5HAL HAVE A HEIGHT NOT LE55 THAN 54 INIGHE5(864MM)MEASURED VERTICALLY SWITCH OR SHALL HAVE AN INTEGRAL SWITCH.AT LEAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT 0I-,'11?Y T' t'CE,E p Knee Walls shall be seated. Insulation for frametl " l�=•`;.., �� ` V TYPE OUGTION FROM A LINE CONNECTING THE LEADING EDGES OF TREADS.:;WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF SPACES.THE LIGHTING OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. ':"{, :\� Z' walls shall be installed in NEGLIGIBLE MODERATE SE-VE RE R31��AGA_7 -SW.LIKE ALARMS SHALL BE INSTALL IN THE FOLLOWING LOCATIONS: 5TAIR5,THE TOP OF THE GUARD SHALL BE NOT LE55 THAN 5': CHES(&b"AND NOT MORE 1NAN 38 INCHES(g65MMV A5 MEASURED f,'. ,' �. substantial contaLt and � I,<, G I. Ih FAC,H SLEEPING ROOM. VERTICALLY FROM A LINE CONNECTING,THE LEADING EDGES X TREADS. Continuous alignment with - .1 BASEMENT WALLS,FOUNDATIONS AND OTHER CCONGRETE NOT 2500 2 500 2$00 2 OUTS DE E AGH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, :,-- ROOF VENTILATION PER R$062 � 7° -T w BASEMEN TO THE WEATHER R312.1.3 OPENING LIMITATIONS,REQUIRED GUAR05 SHALL h.. .JE OPEENINGS FROM THE WALKLI%SURFACE TO THE REQUIRED GUARD HEIGHT -_ 3. C;1;'ACH ADDITIONAL STORY OF.THE DWELLING,INCLUDING BASEMENTS BUT NOT INGLUDIN6 CRAWL SPACES AND UNINHABITABLE ATTICS, r 1 e• the air barrier. I THAT ALLOW PASSAGE OF A SPHERE 4 INCHES(102 MM7)OR Tr?RE IN DIAMETER. THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LE55 THAN I TO 1LE OF THE AREA T tV $PAGE /E T,l4, :9 I:' _:" .A7 THE I ,1°j/ N RI SLABS ON GRADE EXCEPT G Tit.-AELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE I AT T ID TAIR FORMED BY THE RISER TREAD AND BOTTOM RAIL OF A GUARD TOTAL AREA 15 PERMITTED TO BE REDUCED TO I TO 300,PROVIDED AT LEAST 4o PERGt?!T,LSO N07 hwVnc fiH, ;J r:"_- Windows,sk I Ms artd a framir °^tenwindow/door jambs ® �, C! � ... BASEMENT SLABS AND I TE OR i'tiF THE Yi g GARAGE FLOOR SLABS 2`�� 2 500 2,500 ALAW';,15TALLED ON THE UPPER LEVEL SHALL SURFACE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 EXCEPTIONS: I,THE TRIANGULAR OPEN ER HE OPEN 5 u 7F 5 REQUIRED VENTILATING AREA I5 PROVIDED BY VENTILATORS LOGA`ED IN THE UPPER PORTION OF THE 5l ACE T 5f\7.T11 A,TP AT LEAST I door- t,, THAN ONiE FULL STORY BELOW THE UPPER LEVEL. SHALL NOT ALLOW PA55AGE O A SPHERE b INCHES HA E C N DIAMETER. � and skyilghts aril framing shalt be sealed, ' �p 2.6UARD5 ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE lw iNINSS THAT ALLOW PASSAGE OF A SPHERE 4 3/9 INCHES(IOl MMU IN 3 FEET(g141.1K ABOVE EAYE OR CORNICE VENTS WITH TFE BALANCE OF THE REQUIRED VEZ•1TIlATION PROVIDED:%EAU:ply,UIRNIGE i- BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS 2,500 3p00D S,Ooo 4. SMOI E ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT VEENTS.AS AN ALTERNATE,THE NET FREE GR055-VENTILATION AREA MAY BE REDUCED TO I TO 300 WHEN A VJ�r;R':l,Mt:R RAVING A Rim joists Rim joists shall include the air barrier. Rim joists shall be AND OTHER VERTICAL CONCRETE N1OW EXPOSED TO THE DIAMETER. G�NTA!N,.4 BATHTUB OR SHOWER UN1LE55 THI5 WOULD PREVENT PLAGEME NT OF A SMOKE ALARM REQUIRED BY SECTION R3143, R3I21.4 EXTERIOR PLASTIC COMPOSITE GUARDS.PLASTIC C(,'MPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION TRANSMISSION RAPE NOT EXCEEDING I PERM(51.4 tf6/5-M2-PA)IS INSTALLED ON THE WARM SIDE OF CEILING. insulated. WEATHER R314.3.1 IN5TALLATiON NEAR COOKING APPLIANGE5.5MOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS VNLE55 THI5 - - PORGHES,CARPORT SLABS AND STEPS EXPOSED TO THE 2,500 3/000 D,E,F 5,500 D E,F WOULD PRM-NT PLACEMENT OF A SMOKE ALARM IN A LOCATIONS REQUIRED BY SECTION R3143. R311'4' Floor tion sh cavity WEATHER AND GARAGE FLOOR SLABS I, 10�'17ATIGNI SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 20 FEET HORIZONTALLY FRAM A PERMANENTLY INSTALLED COOKING ELEGTRIGAL NOTES: insulation shall be installed Arl"L ANCC. to maintain permanent 2. IONiLAM0N SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LE55 THAN 10 FEET HORIZONTALLY FROM A THE`SOM OF THE ELEGTRIGAL WIORK ENGOMPA55E5 AN OIi":{ATIN6 0.ECTRIGAL SYSTEM AS,INDICATED ON THE DRAWINGS AND NIOTED • , contact with the FOR 51: 1 POUND PER SQUARE INCH a 6,8g5 kPA PERMANENTLY INSTALLED COOKING APPLIANCE. HEEREIN.IT 15 NOT THE INTENT OF THESE DRAWING5 TO SHOW1- ERY MINOR DETAIL OF CONSTRUCTION.IT 15 THE RESPONSIBILITY OF THE underside A.AT 28 DAYS P51 3, PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET HORIZONTALLY FROM A PERMANENT INSTALLED LOOKING ELEGTRIGAL CONTRACTOR TO SECURE AND PAY FOR ALL T E,2UIREO ELEGTRIGAL PERMITS AND PROVIDE ALL NIECESSARY LABOR,MATERIAL of subfioor decking,or B.SEE TABLE R3012(I)FOR KEATHERIMIG POTENTIAL APPLIANCE. AND AND EQUIPMEENT TO CONFORM TO THE INTENT OF THE 5'(.07 OF WORK.THE ELEGTRIGAL INSTALLATION SHALL COMPLY WITH ALL RULES, MEGHANIGAI APPLIANCES IN ATTICS PER MI305.1.3 Floors includi floor framing cavity T REEZING AND THAWING DURING CONSTTRUCTION SHALL BE R3I4,4 iNTEK;.,.UNNEGTION.WHERE MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDMDUAL DWELLING UNIT IN AND REGULATIONS OF THE NATIONAL ELECTRIC,CODE(NEQ-t.-GAL BUILDING GORE AND THE R,EGULATIONI5 OF THE PUBLIC,UTILITY COMPANY ATTICS GONTAININ6 APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH , OPETUN6 AND A CLEAR At'IIQ`STR(GTiED t19®t>ove The air barrier shall tta installed at arty Permitted shall in G.OONGRETE IN THESE LOCATIONS THAT MAY BE SUBJECT 0 F garage and exposed edge I I I AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D ACCORDANCE WITH SECTION R3143,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNIER THAT THE ACTUATION OF ONE ALARM FURNISHING PRIMARY SERVICE. PASSAGEWAY LARGE 0 FEE TD ALLOW REMOVAL U THE LARGEST APPLIANCE,BUT NOT LE55 THAN 30 LNG45I;i ANO?2 INCHES WIDE cantilevered floors) of insulation. Permitted to be in contact -! D.CONCRETE SHALL BE AIR EENTRANED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF GONGRETE)SHALL NOT E3E LE55 THAN 5 WILL AC•TNATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE AND NOT MORE THAN 20 FEET IN LENGTH WHEN MEASURED ALONG THE CENTERLINE OF THE PA55AGEWIAY FRG TE OPENihiG TO HE with APPLIANCE.THE PASSAGEWAY SHALL HAVE CONTINUOUS 50LID FLOORING IN ACCORDANCE WITH CHAPTER K'TI.Et I'HAv 24 INCHES WIDE. 'the top sides i sheathing, or t:ontinuous insulation PERCENT OR MORE THAN 1 PERCENT REQUIRED W!EERE LISTED WIPELE55 ALARMS ARE INSTALLED AND ALL ALARMS 50VNDS UPON ACTIVATION OF ONE ALARM.EXCEPTION: ALL MATERIALS,EQUIPMENT,DEVICES,ETC.UTILIZED IN THE!!GRK,SHALL BE UNDERNRIT0<5 LABORATORY NU LI5TED AND SHALL BEAR THE UL A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL fr 5OF THE AP=DANCE WHERE installed on the underside E.SEE SECTION R402.2 FOR MAXIMUM CEMENTITIOU5 MATERIAL5 CONTENT INTERGONNEGTICN OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR REPAIRS DO NOT RESUL IN LABEL. F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT iPERCEENT BY VOLUME OF REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPO51N6 THE STRUCTURE,VKLE55 THERE I5 AN ATTIC,CRAWL SPADE,OR BASEMENT ACCESS G REQUIRED.THE CLEAR ACCESS OPENING RGE1,T AP SHALL BE A MINIMUM OF 20 INCHES BY 30.HE:;r+HE+:'=:;ii1GH DIMEN51mIS of floor from g b CONCRETE)TO NOT LE55 THAN 3 FE RGENT 15 PERMITTED IF THE SPECIFIED GOMPRE551VE STRENGTH OF THE GONIGRETE IS AVAILABLE THAT COULD PROVIDE ACCESS FOR MTERGONNEGTION WITHOUT THE REMOVAL OF INTERIOR FINISHES, HEATING AND VENTILATING SYSTEM SHALL BE DESIGNED 6 A MECHANICAL ENGINEER ARE LARGE ET40UCH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, extends from the bottom ( n INCREASED TO NOT LE55 THAN 4,000 P51, R224.5 COMBINATION ALARMS.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE p the top otall \J i ALARMS PLUMBING SYSTEM NOTES: pe m eterfloorframing R314 �`•R 1RF�SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING I5 SERVED members. TABLE 3.28 BOTTOM F'LATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) FROM A COMMERCIAL SOURCE AND,WHERE PRIMARY POWER 15 INTERRUPTED,SMALL RECEIVE POWER FROM A BATTERY.WIRING 5HALL BE TFE SCOPE OF THE PLUMBING WORK ENGOMPA55l 5 AN OPI RATING PLUMBING SYSTEM GON515TING OF DRAINAGE,WA51E AND VENT PIPING,HOT RE515TING LATERAL AND SHEAR LOADS FROM WIND PERMANEENT A"ID WITHOUT A D15GONNEGTIN6 SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTTECTION.EXCEPTIONS: I.SMOKE AND GOLD WATER DISTRIBUTION 5Y51EM,AND PLUMBING F'KTUZES GOMPLEI E WITH TRIM AND TRAPS.TIE INTO EXISTING PLUMBING LINE AS Where provided instead Exposed earth In unvented crawl spaces of floor insulation, FOR EXPOSURES B 8 C AND ALL WiND SPEEDS ALARMS E,HALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDING$WITHOUT COMMERCIAL POWER 2.SMOKE ALARMS REQUIRED Crawl space wens shall be insulation shall ac covered with a Class I vapor retarder with permarterNly attached to 12 3 4 IN AGGOROANCE WITH SECTION R314.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. ALL WORK SHALL CONFORM TO THE APPLICABLE PLVMSM WOES,AND ALL PERTINENT LOCAL REGULATIONS APPLICABLE TO THIS SECTION. t I ovelrla i ' ANCHOR BOLT D1Ai 1ETER (1N) MAXIMUM ANCHOR BOLT SPACING(IN) R314.1 FIRE ALARM SYSTEMS.FIRE ALARM SYSTEMS SHALL B E PERMIT`fED TO BE USED IN LIEU OF SMOKE ALARMS AND SHALL COMPLY WITH PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL INSPEC'lA AND PAY SUCH FEES AS MAY BE THEREBY INCURRED,PERFORM OR OBTAIN QJ Jn� pp pig I I I crawlspace walla. 11 JJJ---111-----111 9E:,TION5 R314.1.1 THROUGH R314.1.4 ALL TE5T5 AS MAY BE REQUIRED,SUPPLYING ALL LABOR.WG INSTRUMENTS NEEDED AND PAY$UGH G05T5 INCURRED. ^t r`f R3tT.l GFMIE FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVI510N5 OF THI5 CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT 1/U V Duct shafts,utili 1 ty penetrations,arks flue 11 GIVE CAREFUL CONLSIDERATION TO THE WORK OF OTHER TR;ACE5 AND ORGANIZE THE WORK 50 THAT IT WILL NOT INTERFERE WITH THE OTHEER `x�/� j� I shags 1 1/2" 31° /1 V /1 l Shafts,penetrations shall btg to axterioror txtconditioned s ,lice !i 48" PROVES GN5 OF NFPA 12.5MOKE DETECTORS SHALL!3E LISTED M ACCORDANCE WITH UL 268. TRADES.EXAMINE THE 511E AND PLAA45 AND BE FULLY IMFJiRMED REGARDING LIMITATIONS OF$PAGE AVAILABLE FOR INSTALLATION OF ALL t e)D 0X-L t snau be p ;i = 6/8' R3!r1.1.2 40GATIQN•SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN 56GTION R314.3 E-QUIPME:NT AND MATERIALS AS WELL AS ALL GONDITION5 REGARDING 5ERVIGE LONMEGTIONS,GRADE,GROUND GONDITIDNS AND ALL FACTORS J v� A, PRESCRIPTIVE LiMiTS AREE BASED ON ASSUMPTIONS TN TABLE A-3.2 R314.13 PERMANENT FIXTURE.WHERE A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLED,IT SHALL BECOME A PERMANENT FIXTURE ON THE INVOLVED IN THE COMPLETION OF THE WORK l O sealed. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL AND SHEAR LOADS THE MAXIMUM ANCHOR OGCUFAN„Y,OWNED BY THE OWNER. 1 d O 3 BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS R314,1.4 C,01-r31NATION DETECTORS.COMBINATION OF SMOKE AND CARBON MONOXIDE OETECTOR5 SHALL BE PERMITTED TO BE INSTALLED IN FURNISH AND MSTALL ALL SLEF/E5,HANGERS,INSERTS,P''GH{UR5 AND APPURTENANCES A5 MAY E3E REQUIRED FOR PROPER EXECUTION AND 111 (u� Batts in marrow cavities (TABLE A-3.2C)OF LATERAL AND SHEAR LOADS(TABLE A-$.25).FOR OTHER ANCHOR BOLT LiMiTATiON9 FIRE AL,\RM 5Y5TEM15 IN LIE31 OF SMOKE DETECTORS,PROVIDED THAT THEY ARE LISTED IN AGGORDANGE WITH UL 268 AND UL 2015. FUNCTIONING OF THE PLUMBING SYSTEM. nary be cut to tit,or marrow cavities shall be SEE SECTIONS 3.2.1.7 AND 3.2.2.3 Narrow cavities filled b Insulation that TABULATED ANCHOR BOLT SPACINGS FOR SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ALL PIPING SHALL BE INSTALLED TO PROVIDE FOR FUCPAlI"i AND GOE RFT INTO WITHOUT EM.VE TI PIPE OR EQUIPMENT.HORIZONTAL (�1[ � Y ACCORDANCE WITH SECTION 3.4.4.2.FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT DRAINAGE AND VENT PIPING SHALL IN GRADED HE E MIMIIM-41Ni E I/t3'PER FT INTO'THE SYSTEM.VERTICAL PIPING SHALL E3E PLUMBED IN TWO ' co installation a avail SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR iN TABLE 3,17D, I;�GAFZBON MONOXIDE ALARMS DIREGTION5.PROVIDE NON GONIDUGTING UNIONS NVHENEYER GOI4EGTING DISSIMILAR METALS IN THE PIPING SYSTEM, //i� r contyms to the available - ��/// BUT TN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6'ON CENTER R3I15Z- N RAC,CARBON MONOXIDE SHALL COMPLY WITH 5EGTION R315. u `L� caNty space. LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST THE LOADS iN TABLE 3.5. R315.11 L15TlNGS CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH VL 2034.GOMBINATIDN CARBON MONOXIDE AND FURNISH AND INSTALL STOP VALVES,ESGUTGHEON PLATES,UNIONS,VENTS,ETC.A5 REQUIRED FOR THE PROPER EXECUTION OF THE WORK.ALL /� 2 Air sealing shall be provided between the PIPING EXPOSED TO VIEW WITHIN THE COMPLETED SPAY SH,3LL BE POLISHED CHROME OR BRASS AS SELECTED BY OMER. l Garage separation gare a and TABLE 5.20 E30TTOM PLATE TO FOUNDATION CONNECTIONS(ANCHOR BOLTS) Si�F A!_r+KMS SHALL BE LISTED IN AGCORDANGE WITH UL 2034 AND UL 211. g RE515TING UPLIFT LOADS FROM WIND F_SI5JWHERE REQUIRED.CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN AGGORDANGE WITH THIS SECTIONS R315.2.1 ANDR3152 2. CONNECT ALL PLUMBING EQUIPMENT FURNISHED BY THE O',TL`'R OR BY THE PLUMBING CONTRATOR AND THIS SECTION REQUIRING WATER conditioned spaces. GLIEN' HOWLEY R315�1--NEW CONSTRUCTION,FOR NEW CON5TR,CTIOR CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR DRAINAGE,WASTE AND OR VENTING Recessed lightfixtures IrLstailed in ttte Recessed Ughtfixhues DAZE BOTH Or THE FOLLOWING CONDITIONS EXIST. Recessed It hti building installed in the building 100-YR WIND SPEED 3-SECOND GUST(MPH) 130 140 L TI4E DWELLING UNIT CONTAINS A FUEL-FIRED APPLIANCE. ALL CONGEALED WORK SHALL REMAIN UNCOVERED OR H�>T IN:aVLAl1:D UNTIL REQUIRED TE5T5 HAVE BEEN GOMIPLETED AND APPROVED.IF 50 9 rig SILL OR BOTTOM PLATE TO PLATE 12 2, THE DWELLING UNIT HAS AN ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLING UNIT. REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR Pf OR TESTS OF SPECIFIC PORTIONS OF WORK INVOLVED. tharmai ernrebpe shall be sealed to the air tmat and I o ra shall be -- - FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING (INU drywall. air tight and IC rated. FOUNDATION ANCHOR SIZE R3.5_2 ALTERATIONS REPAIRS AND ADDITIONIS.WHERE ALTERATIONS,REPAIRS OR ADDITIONS REQUIRING A PERMIT TO OGGUR,OR WHERE BOLT CONNECTION RESI5TING ONE OR.MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH ALL TESTS SHALL BE PERFORMED IN ACCORDANCE A M ALL APPLICABLE CODE REQUIREMENTS.TESTS SHALL INIDIGAIE Battinsulation shall be cut ADEQUACY ACCEPTABLE QUIETNESS AND CONTINUOUS O�:RATION OF ALL EQUIPMENT WITHOUT OVERLOADING INCLUDING neatly to fit around DRWt Y RC'3 8'END ZONES GA.RECV MONOXIDE ALARMS LOCATED A5 REQUIRED FOR NEW Dh1ELLIN65. CORRECT VOLUMES,PRESSURES AND 5ATI5FACTORY TEtPERA TURE5 AND VELOCITIES.DEFECTS DISCLOSED BY SUCH TESTS E�U!1� SHALL BE MADE GOOD AND THE DEFECTIVE PARTS MAi`,t G0IM AT NO ADDITIONAL CO5T TO THE OWNER.TESTS SHALL BE w1Nng and plumbing 2X4 I-3 STORIES 43' 55, i. WORK INVOLVING THE EEXTERIOR SURFACES OF DWELLINGS,`5UGH A5 THE REPLACEMENT OF ROOFING OR SIDING,THE ADDITION OR in exterior walls,or j - 1Y REPLACEMENT OF WINDOWS,DOORS,OR THE ADDITION OF A PORCH OR DECK,ARE EXEMPT FROM THE REQUIRE ME:NTS OF THIS SECTION. REPEATS D AFT1R GORREGTIONlS HAVE BEETI MADE.TE:'T PR 5511RE5 SHALL BE MAINTAINED FOR A GONTINJOUS TWELVE PlLtmbirlg and wiring insulation that on - INTERIOR ZONES •j INSTALLATION,ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL SYSTEMS ARE EXEMPT FROM THE REQUIREMENT5 OF THI5 HOUR PERIOD. Installation readily � DATE 2/2/18 I-3 STORIES 50" 4I' SECTION. conforms m lIJ - I�ON COM PLETION OF T?E WORK ALL FIXTURES SHALL lid:T-102000HLY GLEANED WITH SOAP AND WATER ADJUSTED AND LEFT READY ext Ind a space shall 1 . 1 UPLIFT LOADS R3L.3 LOCATION,CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE e>nend beNnd piping and w 8'END ZONES INTIEDIATE VICINITY OF THE BEDROOMS.WHERE AFUEL-BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR 1T5 ATTACHED BATHROOM, FOR USE.THIS SECTION SHALL BE RE5PON51E3LE FOR PF 0 EC TION OF ALL FIXTURE5 TO INSURE THAT ALL ARE IN GOOD CONDITION ON wiring. tY 2X6 I-3 STORIES 51' 42" A GARATE MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. JOB COMPLETION,REPAIR AND TOUCHUP TO THE OWNER5 5ATrriFACTION FACTORY FINI5HED 5URFAGE5,5PEGIAL COATINGS,ACOUSTICAL The air barrier installed at exterior r� RE`/I' ?N5 INTERIOR ZONES R3154 COMBINATION ALARMS,COMBINATION GAR30N MONOXIDE AND SMOKE ALARMS SHALL BE PERMITED TO BE USED IN LIEU OF CARBON TREATMENTS,ETC.THAT MAY BE DAMAGED DURNG THE PRGGRE55 OF THE WORK. MONOXIDE ALARMS. Shov erRub on exterior watts adjacent to Enterers and tubsceM to = I-3 STORIES b0" 4q" �;;fDE AL SOURCE.CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING wall showers and tubs sttatt separate them from showers ted.tt�s sitaU = DUCTS IN UNCONDITIONED $PAGES MUST GLE IRSJI-ATED TO R-5 the be irtsetlated. �'� iS SERVED FROM A COMMEERLIAL SOURCE AND,WHERE PRIMARY POWER 15 INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY.WIRING showers arm tubs• WOOD FRAMING SHALL BE PERMANENT AND WITHOUT A DISGON l EGTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION.EXCEPTIONS: I. ALL HOSE BIBB LOCATIONS SHALL BE AS IN5T2UGTED BY ONNER . - The air barrier shall be Installed behind J ALL JOISTS,BEAMS,RAFTERS AND OTHER LUMBER,SHALL BE CON57RUGTION GRADE=2,DOUG-FIR-LARCH,FB=815 P.5.1.,OR APPROVED CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER. ElectricaVphons box electrical or Q EQUAL,EXCEPT WHERE SPECIFIED OTHERWISE, PROVIDE STRUCTURAL DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL 5TV05 2.GAREON MONOXIDE ALARMS IN ACCORDANCE WITH SECTION R315.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. CLOTHES DRYERS EXHAUST SHALL COMPLY WITH SECrL N RMI%QI on exterior walls communication boxes or air-sealed boxes O SHALL EXTEEND THE FULL HEIGHT, shall be U SILL5 AND ALL WOOD IN CONTACT WITH THE CONCRETE SHALL BE TREATED LUMBER ACCQ GRADE#2,SOUTHERN PINE,FB-615 P.5.1.OR R315.6 CARBON MONOXIDE DETECTION SYSTEMS.CARBON MONOXIDE DETECTION SYSTEMS,SHALL BE PERMITTED TO BE USED IN LIEU OF DRYER EXHAUST SYSTEEMS SHALL BE INDEPENDENT OF r+LL MI ER SYSTEMS,SHALL CONVEY THE MOISTURE TO THE OUTDOORS AND SHALL testa e TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAVf r DUCT "ERMINUATIONS SHALL BE IN ACCORDANCE WITH THE DRYER ~ APPROVED EQUAL CARBON MONOXIDE ALARMS AND SHALL COMPLY WITH SECTIONS R315b.1 1HROWH R315b.4. HVAC register boots that penetrate = ANY FLASHING IN CONTACT WITH AGO TREATED LUMBER MUST EE COPPER COATED,STAINLESS STEEL OR DOABLE DIPPED GALVANIZED R315b.1 GENERAL.HOUSEHOLD CARBON MONOXIDE DETECTION SY5TEM5 SHALL COMPLY WITH NFPPA 120.CARBON MONOXIDE DETECTOR5 MANUFACTURER'S INSTALLATION INSTRUCTIONS.SGREL',Ni SMALL NOT BE CONNECTED AT THE DUCT TERMINATION,EXHAUST DUCTS SHALL BE HVAC register boots building thermal C_� SHALL BE LISTED IN AGGORDANGE WITH UL 2015. E MIPPE12 WITH A BAGKDRAFT DAMPER.FLEXIBLE TF ISITOM1 DUGT5 USED TO C:ONWOT THE DRYER TO THE EXHAUST DUCT SYSTEM NOTICE envelope shall be sealed to the subfioor or � _ GLEARANGE: WOOD FRAMING SHALL BE AT LEAST 8'ABOVE ADJACENT GRADE. SHALL2 LOCATION.CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN SECTION R3153.THESE LOCATIONS SHALL BE LIMITED TO SINGLE LENGTH5 NOT TO EXGEEC'6,EET IN LENGTH.MAX LENGTH OF A CLOTHES DRYER SHALL NOT EXCEED 25 THESE DRAWINGS,PREEPARED FOR THE SPECIFIC PROJECT INDICATED 15 AN IN57RUMENT OF 5ERVICEINCTHE PRCPoRTY OF CUSTOM dtywali. >- JOF NO. FEET FROM THE DRYER LOCATION TO THE WALL OR(OOF rERMINATION. DESIGNED RE5IDENGES.INFRINGEMENT OR ANIY ICE OF THESE DRAWING FOR ANY OTHER PROJECT Ok,)At ,OTHER,THAN 1'HO5E 1XVIGATEED When required to be sealed,concealed CU i . ALL LAMINATED VENEER LUMBER(LVL)SHALL BE E-2.0 BY TRESS JOIST OR EQUAL.PROVIDE BLOCKING AS PER MANVF. SPECS AND THE SUPERSEDE THE LOCATIONS SPECIFIED IN NFPA 120. ON THESE DRAWINGS IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THI5 DOCUMENT I5 AL56 MI-11BITEC'BY LAW,WITHOUT THE RESIDENTIAL GODS of THE NEW YORK STATE F:315b 3 PERMANE:NT FIXTURE.WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 6 INSTALLE D,IT SHALL BECOME A PERMANENT WRITTE N CONSENT OF THE ABOVE SAID ARGHITEGT. fire sprinklers U - I g-6 2 HEADERS: 2-2'XIO"UNLESS SPECIFIED OTHERWISE. IN BEARING WALLS,HEADERS SHALL REST ON DOABLE STUDS,EACH SIDE. FIXTURE OF THE OCCUPANCY AND OWNED BY THE HOMEOWNER. shall only be seated in a manner that Es R315b4 COMBINATION DETECTORS.COMBINATION CARBON MONOXIDE AND SMOKE DETECTORS SHALL BE PERMITTED TO BE INSTALLED IN recommended (n SUPPORTS: PROVIDE STRUCTURAL SUPPORTS BELOW EACH P05T OR STRUT AS,REQUIRED. CARBON MONOXIDE DETECTION SYSTEMS IN LIEU OF CARE30N MONOXIDE DETECTORS,PROVIDED THAT THEY ARE LISTED IN ACCORDANCE WITH TO THE BEST OF MY KNOH.EDGE,BELIEF AND FROFE551ONAL JUDGEMENT,THESE PLANS AND/OR 5PEGiFIGATIONS ARE IW GOMPLIANGE WITH THE Concealed sprinklers by the manufacturer_Caulking or other CD 6HE- T NO. adhesive z BRIDGING: WOOD OR METAL,&-O"O.G.MAXIMUM;2 NAILS PER END.INSTALL PER MANUFACTURES SPEGIFICATiON5 UL 2015 AND U-268. 20I5 INTERNATIONAL RESIDENTIAL CODE OF THE STATE OF NEW YORK WHICH INCLUDES THE STAN!<JARD DEiIG14 OF I!0;IPH WIND DESIGN AND sealants shall rat be used to till wills 5 PARTITIONS: PROVIDE DOUBLE JQI!iT5 UNDER PARTITIONS PARALLEL TO JOISTS UNLC55 INDICATED TO BE MbRE.PROVIDE DCIUBLE JOISTS THE 2015 EDITION OF THE WFCM WOOD FRAME GONSTRUGTION MANUAL between fire Q UNDER BATHTUBS. sprinkler cover plates and walls or ceilings. � EEXTERIOR CORNERS: 3-2'a4'.INTERIOR CORNERS 3-2'-4' EXTERIOR WALLS: 2.44",Ib'O.G. INTERIOR WALLS 2"x4')b"o.c,LNLE55 Asia OTHERWISE NOTED a.In addition,inspection of to walls shall be in accordance with the rovisions of ICC-400. J STAII00 AWD KI NTRENCKED BII A�Nt1 +ivlRC STRAW BN,f FOR T` WE. 1 ►i PflEV/E 0 P1P*AC 1 � � !z{LTEkEp RU NcwrL $E'D&AEW CADEN AT I O � DES I ON CALCU �, �, Z ��. �4°41,00: E ® - _ice--o _ - R301.2.2.2.1 hIEIGHTS OF MATERIALS y 0" d > L a'k { � T R 10 PSF FOR _ N -C N '►n %1" nj 2, l �Ir - 41^_-��fl -��1 _ AVERAGE DEAD LOADS SHALL NOT EXCEED 15 P5F FOR ROOFS/CEILING A55EMBLIES O S EXISTING FLOATING DOCK w - -- FLOOR ASSEMBLIES, EXCEPT A5 FURTHER LIMITED BY SECTION R301.2.2 DEAD LOADS FOR CP V l O �j� \� - WALLS ABOVE OR SHALL NOT EXCEED: 1 _ l �r �" t� _ AND DAMP TO BE REMOVED =- I. FIFTEEN PSF FOR EXTERIOR L16HT FRAME WOOD WALLS. ,� 2. FOURTEEN P5F FOR EXTERIOR LIGHT-FRAME GOLD-FORMED STEEL WALL5. - - �QQ '( r 3. TEN PSF FOR INTE:PZIOR LIGHT FPZAME WOOD WALLS. TAIL. h ' PROPERLY , INSTALLED STRAW BALE 4. FIVE PSF FOR INTERIOR LIGHT FRAME GOLD-FORMED STEEL WALL5. � F�,S � io o II F FOR 8-INCH-Tf-fIG4G MASONRY WALLS. N ; a'reMN r"- \`"' F�l'S/6` R.�� `S' '� ------- MP y iCROSS SECTit71` � h. EIGHTY-F'I\/E PSI= FOR 6-INCH-THICK CONCRETE WALLS. I ��, \ `\ , •',0`� - --� _- - EXt511NG W �`_ , 1 1-.ti7{.C:AYAT THE"rttera�cii. -'-T I C� fi-`�.-.- � ��•Z �= I f-� Y�l.�.L.L� . 11-- � ��-.@ , \ �- - •' --"_ I 7. PLACE AND STAKE STRAW BALE.`.', EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 P5F SHALL BE 11 � I SLOPE I 6RAy[7 \"" � R �-� �- IL-, PERMITTED PROVIDED THE WALL BRACING AMOUNTS IN CHAPTER 602.10.3 ARE I NGREASEE7 I N ACCORDANCE WITH TABLE FZ602.10.3(4 � I I �I �9 �w\ / /' rn y�, '�'�` RANGLE ALL,Y MINIMUM UNIFORM DISTRIBUTED LIVE LOADS(TABLE R3o1.5) IN POUNDS PER SQUARE FOOT FRONT '( _.--- I � T K TWO GAR ' ''�Q C� 5E B GARAGE ` � L \`s' S -. ,` �.ERMEA6IEPAVBt Y r LANDWARD LIMIT OF TIDAL �arr° ,�- USE LIVE LOAD `� LI OFExSiG. ` GRAyEL . . 5 ��z1 \�/ VgTLANJ5A5VERIFIEDBY a' ��' YUTV t%VV LAND SURVEYORS J!' �!' *-"r '' -.'^i• -l �111 UNINHABITABLE ATTIG5 WITHOUT STORAGE E3 10 PSF I i G(IUrj DATED: .ULY 22,2015 ABLE PAYER UNINHABITABLE ATTICS WITH LIMITED STORAGE B'G 20 P5F `� HABITABLE ATTICS, AND ATTICS SERVED WITH FIXED STAIRS 30 P5F // p �I ��° ' �N �I ' � �U \ 3� 3 �o 'emu �, '2�'�� i I�� '�' � �^6ay \ � O 2�• 2 >` Q '\ �'S � •''�. BALCONIES (EXTERIOR) AND DECKS E 4o PSF SrG. Q1i0 DAMN L �EXSTG, p^ FIRE ESCAPES 40 PSF v 0 - ` GUARD AND HANDRAILS D 200 P51 H / SRO NT GUARD IN-FILL COMPONENTS F 50 PSI H O l r� VEKAY � I ��0 �V` 4:. ��. ��j(0 � - PASSENGER VEHICLE 6ARAGES'A 50 PSF Q / �z 0 ROOMS OTHER THAN SLEEPING ROOMS 40 PSF O - STG,D�VEY/ Lug i yet \ - _ 'dD s �\ '� "" A. BACiCFiL1. AND COMPACT THE SLEEPING ROOMS 50 P5F v / ` � \ \ 'd / \\ ---_J > / sue r (O Q \ N : 3. WEDGE LOOSE 'S7RAW BEIWEEPL. BALES. £XCAYATEP SQtL. 40 PSF C r FEOFAd5tt / r .o `'�d� \ 0 5TAIR5 / / _ \ / '> I PER SQUARE FOCT=0.04-7-1 KNA- , 1 5Q INCH=645 MM? I POUND=4.45 N. / F 40 /� L_ \ l '(0 l FOR51: I POUND _ CONSTRUCTION OF STRAW BALE BARRIER A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2p00-POUND LOAD O N APPLIED OVER A 20-SQUARE-INCH AREA. 6 r ATTIC5 WITHOUT 5TORAGEARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS S /V ��` V��// \ ,� P` B.UNINHABITABLE: 15 NOT MORE THAN 42",OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS ►/ �(/ EX5Trg� ~ LINE Op �Q\ %I CAPABLE OF ACCOMMODATING AN A55UMBED RECTANGLE 42' IN HEIGHT BY 24' IN WIDTH OR GREATER WITHIN THE PLANE OF TRU5SE5.THE LIVE LOAD NEEC NOT BE A55UMED TO ACT 6%UJRRMLY WITH ANY OTHER LIVE LOD REQUIREMENT5. \` �\� 5��O BE \\ Ex5t6�\�I� / ` �.�\ Q` ,A G 3� \ � ..-. 10"Maximum G. INDIVIDUAL STAIR TREADS SHALL BE DE5I5NED FOR THE UNIFORMLY DISTRIBUTED LIVE ,f- \�' LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE i 1� \p� \\ \ sue \ 5 �/ \ s� �'� \ �` \O� I t HIGHE\/ER PRODUCES THE GREATER STRESSES n INCHES, W Love Contour D.A SINGLE GONGEiNTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. / \ 1/�� / +; �\ No Slope E. SEE SECTION R50.7.1 FOR DF_C K5 ATTACHED TO EXTERIOR WALLS / \ ( 0 F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL _ __ _ FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF �� \"O��' ° Q0 � NEW LEECHING P 5-W/ _=_III _ 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE A55UMED TO •J ry � � p Q9' f:01 ID LOVfR TDTIV- \ 9 1 I I T '^ T_ -' 4-T --_~ nn , , - iII lll-- 11 AGT CONCURRENTLY WITH WITH ANY OTHER LIVE LOAD REQUIREMENT. /�\d� $ y r \ 5'HKH•IONCfiPROFtifED. G.UNINHABITABLE ATTIG5 WITH LIMITED STORAGE ARE TH05E WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTER515 NOT s��\ �° Q ,� SAtD t 6RAVH AT PERIMETER Q + GREATER THAN 42",OR WHERE THERE ARE TWO OR MORE ADJACENT TRU55E5 WITH WEB {� 38� \ �� Q \ s /. `� AND DRAINAGE RING. D REGTAGGE 42" IN HEIGHT �\�"• J` +'4 4, DLAMpN \3' SAN)IGRVL.BELGWRINS. ��/ \ \ i I I^111= ELEVATION tit 11{ CONFIGURATIONS CAPABLE OF AGGOMMODATING AN ASSUME / BY 24" IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSEE5. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS i \ 10'DIAHN ;+� E30TTOM OHORD5 WHERE ALL OF THE FOLLOWING GONDTION5 ARE MET: ATTIC AREA 15 AGGESSIBLE FROM AN OPENING NOT LESS THAN 20" I. THE / IN WIDTH DY' 3O" IN LENGTH THAT I5 LOCATED WHERE THE CLEAR HEIGHT IN \� � / T+-i E_ ,o•.T T I G I S N.O T L_E=S� T I•--4 A 1V �U " • \ \/ �--• . Flat 51ope in Front of barrier 2.THE SLOPES OF THE JOISTS OR TRIM BOTTOM CHORDS ARE NOT GREATER THAN 2'VERTICAL TO 12 UNIT5 HORIZONTAL. i \ 3. REQUIRED INSULATION DEPTH 15 LE55 THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. (� NOTE; EROSION CONTROL WILL BE PROVIDED BY HAYBALES AND SILT SCREENING '�' THE REMAINING PORTIONS OF THE JOISTS OF TRUSS BOTTOM CHORDS SHALL BE DE5IGNED FOR A UNIFORM DISTRIBUTED �✓ N THE AREA OF GONSTRUGTION. STORM WATER TO BE MAINTAINED ON SITE. S O� 16 Minimum FLOW CONCURRENT LIVE LOAD OF NOT LESS THAN 10 LB5 PER 50UARE FOOT, AROUND H.GAZING USED IN HANDRAIL A55EMBLIE5 AND GUARD5 SHALL BE DESIGNED WITH A SAFETY FACTOR 4. - THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF \ V III 1 N I I I I I I=E i 1=I I I -_ THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED ZONE: RE51 DENTIAL R-40 '%,�, S� �C o E{I= INDIPENDENT OF ONE ANOTHER,AND LOADS ARE A55UMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. LOT AREA: 2QAD2.00 5F �' '�� 16 Minimum III= NON-WETLAND AREA: 21,g10.00 SF Soli o �fi �Q� - Min. _ KNDO.N EGRESS SCHEDULE (ALL SLEEPING ROOMS) WETLAND AREA: 1,5'12.00 5F � •, '� `�` . � Ili = �� IIt�III _ FLOOR REQUIRED CLEAR OPENING 1 BUILDING - EXISTING - BASED ON LOT AREA (2q,482 5F): BUILDING - EXISTING - NON-WETLAND AREA (21,g10� :, `� J� P 5ECTION AS A SECOND MEANS OF EGRESS LOT (OVERAGE ALLOWABLE: 5,8gb.40 5F 20.00 % NWA COVERAGE ALLOWABLE: 5,582.00 5F 20.c.,� e,� oZj Q 1 LOT COVERAGE EXSTG. BLDG.: 2,eWlb 5F c1,57 % NWA COVERAGE EX5T6. BLDG.: 2A20.'16 5F 10.11 % FIRST 5.0 SQ FT MINIMUM / IMPERVIOUS - EXSTG. DRIVEWAY: 1,026.81 SF 3.4� % IMPERVIOUS - EXSTG. DRIVEWAY: 1,026.81 5F 3.hi3 90 \ � SECOND 5.'1 SO FT MINIMUM\ � IMPERVIOUS - EX5TG. PAVED: 2,155.52 5F -1.51 % IMPERVIOU5 - EX5TG. PAVED: 2,155.52 5F 1 -2 IMPERVIOUS - EX5TG. TOTAL! 6,003.01 5F 20.36 % IMPERVIOU5 - EX5TG. TOTAL: 6,003.Oq 5F 2 i.51 % �� \ \� II= 1lI III :IIf I. PROVIDED IS AT LEAST (1) WINDOW(OR DOOR) IN EACH HABITAL 5PAGE Sto FOR EMERGENCY ESCAPE IN CONFORMANCE WITH N.Y.S. CODE SECTION R310 Trench ed be MIN OPENING OF 5.-i 50 FT ON SECOND FLOOR AND 5.0 50 FT AT GRADE: BUILDING - PROP05ED - BASED ON LOT AREA (2g,482 5F): BUILDING - PROPOSED - NON-WETLAND AREA (21,110 SF;: �� _ t3ackfilled LEVEL 1N/ MINIMUM NET HE16HT 24 AND MINIMUM NET - Wra Geotextiie N - f I f l i I = and WIDTH OF 20" (OPERATION W/O NEED FOR TOOLS) BOTTOM OF OPENING a LOT COVER, PROP. - HABITABLE: 2,552.20 SF 8.5g % NWA COVER. PROP. - HABITABLE: 2,532.20 5F C1.01 °e _Around Stakes � III � III Compacted 44" MAXIMUM A.F.F. \\� Before Driving 2. ALL WI1lDOW5 MUST BE AN7ERSEN "LOW E" OR APPROVED EQUAL LOT COVER. PROP05ED - GARAGE bc12.65 5F 2.55 % NWA COVER. PROP05ED - GARAGE bg2.65 5F 2.45 96 - ONE STORY AREA C5? "� LOT COVER FROP05ED-R.O.PORGHE5: 1,05q.50 5F 3.5q % NKA COVER,PROP05ED-R.O.PORCH 5: 1,05q.50 5F 5.&0 ALLOWAE�LE DEFLECTION OF STRUCTURAL MEMBERS B,c o - TWO STORY AREA LOT COVER,PROPOSED -OVERHANGS: 4g2.3� 5F 1.61 % NM COVER PROPOSED-OVERHANGS: 4g2.37 5F 1.16 /o (TABLE R301.-1) LOT COVER. PROPOSED - TOTAL: 4,176.72 5F 16.20 % NWA COVER. PROP05ED - TOTAL: 4,116.12 5F 11.12 % GARAGE AREA ° E.� - .�� Joining STRUCTURAL MEMBER ALLOWABLE DEFLECTION LANDSCAPING - PROP05ED - BA5ED ON LOT AREA (2q,4b2 5F): LANDSCAPING - PROP05ED - NON-WETLAND AREA (21,g10 5F): - ROOFED-OVER PORCH O 5ection5 . . Fence Posts--the length shall be a minimum of 32 inches. Wood DRIVEWAY IMPERVIOUS 5URFAGE: 0.00 5F 0.00 % DRIVEWAY IMPERVIOUS 5URFAGE: 0.00 5F 0.00 % -SECOND FLOOR DECK i / ac of Silt Fence Posts shall bie 2-by-2 inches hardwood of sound quality.The RAFTERS HAVING SLOPES GREATER THAN 3/12 vlao WALKWAY IMPERVIOUS 5URFAGE: 05.c12 5F 0.63 % WALKWAY IMPERVIOUS 5URFAGE: 155.c12 5F ,0.61 % o' maximum Spacing between posts shall be 10 ft. WITH FIN15HED CEILING NOT ATTACHED TO RAFTERS IMPERVIOUS 5URFAGE - TOTAL: 185.g2 5F 0.63 % IMPERVIOUS 5URFAGE - TOTAL: 05.12 5F 0.61 Yo / � Silt Fence Fabric shall be ODOT Type C Geotextile Fabric INTERIOR WALL5 AND PARTITIONS H1160 BUILDING It LANDSCAPING - BASED ON LOT AREA (2g,482 5F): BUILDING 4 LANDSCAPING - NON-WETLAND AREA (21,110 5F): TOTAL IMPERVIOUS 5URFAGE: 4,gb2.64 5F 16.55 % TOTAL IMPERVIOUS 5URFAGE: 4,g62.b4 5F 1-1.1a FLOORS L/360 I I ¢ CEILIN05 WITH BRITTLE FINISHES ( INCLUDING L/360 FRONT YO.5ETBACK EX5T6.: 22.'10 FEET OR I�I I�tA1� AREAS � D I M�I�t�I®I�� PLASTER AND STUCCO) - _ FRONT YD.PROPOSED-BLDG.: 40.00 FEET 40.00 FOOT MINIMUM - --I PERMEABLE PAVER DETAIL / SECTION CEILINGS WITH FLEXIBLE FINISHES ( INCLUDING L/240 CHANGES AFTER RELOCATION AND ALTERATION OF PROP05ED HOUSE GYPSUM BOARD) 519E YD.SETBACK EXSTG.: 56.00 FEET AREAS: 3-2�1-18 FLOATING DOCK 8 RAMP TO BE REMOVED ALL OTHER 5TIRUGTURAL MEMBERS L/240 519E YD.SETBK.PROPOSED: 23.Oq FEET 15.00 FOOT MINIMUM ORIGINAL AMENDED A AMENDED B TOTAL CHANGE FIRST FLOOR: 2,552.20 5F I SOT COVER.PROP.-HABITABLE: 3,4bq.g0 5F (I I b4 %) - 5,123.10 5F = 36b.50 5F LESS -2,532.20 5F= 5gO.g0 5F LE55 = g51.10 5F LE55 a_1_11 NON-WETLANDS AREA CALCULATIONS EXTERIOR WALLS-WIND LOADS WITH PLASTER H/360 51DE YO.AGGREGATE EXSTG.: gq.50 FEET SECOND FLOOR: 1125,13 5F" LOT COVER.PROPOSED-GARAGE 680.40 5F ( 2.31 g'o 611.10 5F = e0O SF LE55 - 6g2,65 5F= 20.15 5F OR 12.25 cFCR] 6-26-17 HOUSE REDUCED OR STUCCO FINISH 51DE YD.AGGREGATE PROP05ED: 45.71 FEET 35.00 FOOT MINIMUM 15t FLOOR PORCH TOTAL: I'05q.50 5f'. ) ✓ G LOiGOVER.PROP05ED•RA.IPORGIES: 1,40b.g0 5F ( 4.11 go) - 1,200.30 5F = 206.60 5F LE55 - 1,05g.50 Sr-5F= 140.80 5F LE55 = 341,40 SF L�55 I-24�-17 NON-TURF BUFFER / DOCKS EXTERIOR WAL.L5-WIND LOADS WITH OTHER BRITTLE H/240 15t FLOOR PORCH FRONT: 3q.20 5F FINISH REAR YD.5ETBAGK EXSTG.: 51.10 FEET 1st FLOOR PORCH REAR: 1,020.30 51' LOT COVER.PROP05ED-TOTAL: 55'11.20 SF(15.12 %) - 4gg5.10 5F = 552.10 5F LE55 -4284.35 5F= �10.15 SF LE55 = 12g2. 5 SF L i:55 12-8>-I6 HOUSE: RELOCATED ON SITE EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120' REAR YO. FROP05ED-KOO.: 51. 0 FEET 50.00 FOOT MINIMUM 2nd FLOOR DEGK5: 51q.62 5F I FORCHE5/DECKS AREAS: REAR YD.PROP05ED-RO PORCH: 51.gO FEET GARAGE: bg2.b5 5'' I FRONT R.O. / PORCH: 120.00 5F( .401 %) - 83.60 SF = 36.40 5F LESS - 31.20 5F = 44.40 5F LE55 = SO,SC/ 5F LE55 8-IP,�-I6 BUILDING REVISIONS LINTELS SUPPORTING MASONRY VENEER WALL5` L/600 -� Ist FLOOR DECK(5EAWARD): 1,5%30 Sr-( 4.14 %) - 1,11b.70 5F = 21q.80 5F LE55 - 1,020.30 5F= g6.40 5F LE55 = 31b.20 5F LESS ISSUED REVISED BUILDING HEIGHT EXSTG.: 51.502q.51 FEET 55.00 FOOT MAXIMUM 2nd FLOOR DEGK5(SEAWARD): 1,118.g0 5F NA - g08,30 5F = 210.40 5F LE55 - 51cl.62 5F= 388.88 5F LE55 = 65q.28 5F LE55 NOTE: L = SPAN LENGTH, H = SPAN HEIGHT BUILDING HEIGHT PROPOSED: 31.50 FEET A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND LOAD SHALL BE PERMITTED TO OWNER 13E TAKEN A5 0.'1 TIMES THE COMPONENT AND CLADDING(A50) LOADS OBTAINED FROM TABLE R301.2(2). SITE �� I" = 20'-O" p j B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOF5 OR WALL5 OF NOR�rHi SUNROOM5 ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH SITE PLAN BY RICHARD BOYD, RA DATED:I I JUNE 201-1 - PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXGEE 12 L/60.FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS 206 N. RIGHMOND AVE., MA55APEOUA, NY 11-75& (516) -Tq'i-5050 SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U175 FOR EACH 6LASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE MEMBER,WHICHEVER 15 MORE STRINGENT.FOR 5ANDWICH PANELS USED IN 520 SAILOR'S NEEDLE ROAD ROOFS OR WALLS OR SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. SITE INFORMATION OBTAINED FROM 5URVEY PREPARED BY D.DEFLECTION FOR EXTERIOR HALLS WITH INTERIOR GYPSUM BOARD FINI5H SHALL BE LIMITED TO M ALLOWABLE DEFLECTION OF H/I60. YOUNG 4 YOUNG - LAND SURVEYORS - UPDATED 22 JULY 2015 LEACHING SECTION-LEACHING MATTI TUCK, NEW YORK I Ict52 TGD E=G"T I O N T�-7 0 .8 . POOL E S BE CONSTRUCTED OF PRECAST REINFORCED COONCRETE LEACHING STRUCI'URE, SOLID DOMES TITLE AND/OR SLABS. V-2"DIA.CLEAN WASHED,CRUSHED STONE FINISHED GRADE NSW HOME GONSTRU�TION DRAINAGE RIN55: w NON-WOVEN GEOTEXTILE ON BOTTOM,TOP " o � &SIDES OF ENTIRE STONE/PAVER AREA 8 REINFORCED TRAFFIC I --ALLOW 1' MIN. FOR STORM DRAINAGE CALGULATION5: 2.0 INCH RAINFALL BEARING SLAB FINAL ADJUSTMENT Imo- g I� PERMEABLE PAVERS WITH 60%OPEN AREA FRONT AREA AND ROOF: INLET 4" MIN. DIA. APPROVED - RIGHARD 1JOYD - Ai^Gr IIt�Gt MINIMUM W/PEA GRAVEL FILL-TURFSTONE PIPE - PITCHED 1 8° PER 1 0".--� !7 ® ® ® ® ® ® ® D rz BY BELGARD AREA (5F) x RUNOFF GOEFF. = EQUIV. DRAINAGE AREA / D r 7Q ® ® ® ® P2 p o 1 L i1 0 ® M ® ® ® En ® D 1 I-III- J DE5I5NERS - PLANNERS - RE51PENTIAL - COMMERCIAL HOUSE ROOF AREA: 4,g8c1 S.F, x I.O = 4,g8q S.F. _ �, II -! DRIVEWAY /WALKWAYS: 1,526 S,F, x 1.0 = 1,526 S.F. BACKFILL WITH CLEAN = D ® ® ® ® ® ® 0 D _ ¢ PATIO: 13q S.F. x 1.0 = 13a S.F. GRANULAR MATERIAL V-0" 0 M ® ® ® M 0 0 _�. LANDSCAPING/GRAVEL: NA S.F. x 0.33 = NA S.F. ALL AROUND BASIN FOR FULL DEPTH U 206 RIGHMOND AVENUE, NORTH MA55APEQUA, N.Y. 11158 ,, _: �_ 3"-0" MIN. 10'-0" OUTSIDE -: r fi r 1-17-50 V0 TOTAL: 7 254 5.P. o COLLAR DIAMETER a CO VOL.(GU.FT) z - z - /� \� _2• EQUIV.DRAINAGE AREA x DESIGN RAINFALL = DESIGN 6" MINIMUM PENETRATION rz 1,254 x A51 = 1,115.02 GU. FT. 2" RAINFALL INTO A VIRGIN STRATA OF -- - ----- -- ------- -- - D IN6 SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS > SCALE: AS NOTED VOLUMN OF 5TORAGE REQUIRED: 1175.02 U \\/ � ,� \ \\ STORAGE CAPACITY/V.F.OF 10 DIAMETER RING: 68.42 4000 PSI CONCRETE - VERTICAL FEET REQUIRED: 17.21 LEACHING RING DATE: 17 MAY lb VERTICAL FEET PROPOSED: (4) 10' DIA. POOL 5' DEEP BACKFILL MATERIAL SHALL BE CLEAN SAND AND GRAVEL SECTION THRU DRI�EW,4Y ¢ -• .� `� � DRAWN BY: RDB TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM ` SCALE: = 3/4" = 1'-0" SCALE:NOT TO SCALE .IOB#: I6-15 ¢ �`¢ \ // -' // s. UNEXCAVATED \\ — _-_ -- -_ .\ N ///,fin .,/ / \\ // ""I \ \ _ - O 11.1 , I 1_ \ ", , -�/11� 71, \ \-' 1, N . ..., \ .1:s�'Xll , I Ix I I.. - N .1 \ I - 1) / - y° .,y/ UNEXCAVATED \��/ p , , ,\- XI \ \'\` \ >_ a::) Lo @ -00 •e' , 0 M 1-1 - .Or - `01 - , / /I \ � E a) 00 ,; Q Z 0 ./ / -sir' - ,' a \ / a \ a T . ;`_ ,,�kp,/ \ I . . \"- �,I '_ I 'e 11 - -,"A I 1� ,, NO -III 1, < < *10 /,/ j i ` ��1�-�/ /,i «'t \ j'' / � /i' is tj��' \`� �' ;i!� % �, '' ,Y' a ;i,� \ s!11 ` \ \ 0 D_ _ // / \k / ./ ` , I; ,4` \,� �kc�;� \\\ i' /' i 4„DIA. STANDARD 5TEEL ,. _ "/ _' /� `:. \ Z D LO 00 /, 1-1 ,, ,.,-COLUMNS ON P. CONC: ✓ ;r \ \ NO +��j�/ \ /, \/ i_„ /" �r\� 1 � 'QGe.O�'\ :/. _ ��` `` `' / PILE CAPS OR GRADE BMS �'0 Lb .� // \ \ \ O O UNEXCAVATED IQ (1) 14 LVL RIM BD.(IYP) - ;a"' ! r, \ sj' „/HAUNCHES. SEE A-1.5 k ✓ ,r!�` \ \ U / — — - - - / i''. i' .\ ` '� ��• G.fed / / , t '« \ F2 �` r�` s `' i_ rs`\•y' /`A��/ " '( \ \ \ ,vO ��. ^- - _ '_- _-R--"' -'-_I -TQ- -f; ��a ° 'e - /%' ,f/\ \ sr.\. 'of _r ,P �� \ O� ,LE `/`\�`` / \ �/ \ w ` °,i. 1 I r /- yfi" ,' ,c,;" \ -d �' 11 y \Y: /,• v'` V. •,\ Q 1. + �'. ,, /' /..== I ° / \ •' F.,III �' / �, /;,3 ;;" \ ,� \. / X III n 4. - /Lob ;: . I s t y \ V I s e - d, �}/,r� q \ s. �. A ;r o J101 I, ? �(` G �(\ \ .O' ` , p I -1 I . I L - \ CEIFlARw•• q� q1. 11 < - , � n - 611 . _ \ a, y 'y ' i f, \ i' d /„/.. `, I . \ _ ' �' �. %'" ICI - irj - ,ryi ,9'C y+ \,,. _ _,r �'/_ Y� a ' I 14 LVL RI h'' i @s / //; d ) /'' " \ x u // r+ '"< .' \ _ /' \ Ill I % , -•�/- / _ f' /, / e+ > �. 'v 17 - "- 11 — mow. \' ! l' ;Y / .' /./,� \ h. 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'N" \ •, �- \\ \\F\1 U ,..�. / a cv 9g - j // ` i/ 10"POURED CONCRETE f� / \� \\ \\ ,;I \ a" \ \\0 \ �sR (y 7 N . , __ "� �-,,, , . .a \ \ , , 3�- 11 / / 11 FOUNDATION WALL ON 24N j " 1 �yq�/ \ / - . \ \ \ '6 \ \ \6'' \ \"so + j e. ( . / e 18"GRADE BEAMS. SEE A-6'.5 9'/ J\ \' \\ \�5/ \\. \ \\ \ \\ i/ _ , 6 I j/ 30 DEEP MIN. DROP 5",PROM ��'/ °' / - .• : , / / \ \ \ \ \ \_._ I, I I, , . I, 1,\I 1_\- _/' 1/ r" y i T/O FOUNDATION wvt' , D'\�\'/ - . \\ \• \ \\�/ // .�ck-.\ \ \ - \ \ \ 0\\��.,cTj �-! / 14� o 1 UNEXCAVATED I I ;''-� / I I. \�/ j :�.- \ \b \ \ ---I,---.---'�:,,�_,,-;".'.I--1_-._------,-,I_bI-,,I,'I, 1T, ,'_I-L'_�-LII.I,",I-�4_,"_A,1_ j /""�, / y:i� nx °�\-Q /% �`� \w� / "/, 10"PQURED CONCREf�, \\ Q.l'\ \\ /y\/ ,\ \\�. \ '\ \;.%,,,,, // \ �// / „•c ' / / �pF\� / ° \�'` :FOUNDATION WALL.ON \ \ a, s ,� ' / / \. a` 24'k 24"P. CO'NCRErE. \\ \ -___ __ _- __ __ - _ _ -_ / � ZcvU ,C)' /. / / / / . \ \ - 1 c tkADE 5M5.- Al#5 BAR5. : - \ `;" \ \\ \ / / �iPOi, ,r: .� / \�; / / ,\a. SEE DE7AIIS StiT,1.5 . \ \\ // \ , \ - '� �/ �O �/ j/ \� / `/� \ \ j' /-' �/ �\\ 3G"DEEP MIN. : 1`�< "\ , \ � \ � is / a \\ � \ ° Z:��G O\6' \\ `\\\ -1 / $1��; `' /" UNEXCAV. / / \ d \/ / / .., , . .\ , , c��2oI�. •�' - =\ \\\d �,/ / \ \ �'� \tio �o��, \ y 1" - o��c 'r i�- ,` ki/ \ , ,., „ - \ - : • -,11 Off' 3\ate•: , �\ ,. , \ < , %�;'/ \ ` ,"�\ , o\\ \\ g • /, Q ! % -2d-9 7!8' / _ 9'-3 I/%` i _� �\ 'a° '/. \\ \ \!� \.��'" \" v ,s j' ; ' '\\ ,'' \ \� ,� , \ ' // \ +�/ /14' 10I!2' 5' II I/4" \1 -'- / � � . •1 \ //, • , ,' \' j/, ' ~\ \/ ��y / \�:� \\\ . X \6� \ Z � lk\l2 T -• /,O Q / • ; \ �. \' 4" IA.STANDARD STEEL'\ !y c'a y • t \ - /_ �\ \ a / \\/ \� \ �cs \ ,/ - �N��\tN/ ,j/ Od, Y�j %�1 \ cs CO MNS ON j /c' '\ i \ , 8° \/ . \- \\ /� \1: 1 , (I} 14'LVL PJM BD.(TYP) O \ ;\�\ ' • N -,\ a, P.CONC. +� ,`T i - \l` \ \� �• l\i 0 -- -- -- -� -—- P ,.\ -PI L' CAPS t7R GRADE - s� / , ;/ \ \ "j ��\ %/ \\ \\ \\ \ � \ O \ \ �,ELLA "\ - \/ \ U / Y / ° - ;'\� =R ' '// BM /HAUNcrl�s.,5£E ' F� / ! /� \ /y UNEXCAVATED / ° _ q /- \ + \' <L' \ �\ L / / /�. `-�/ // , . 4 P(�Ur D CONCRETE.SLABW/ \/ \_ �� - ' \. �/ / \ \\ . \ --- ---- ------ --- ------ ° ° , / / \ : , i, , ., ,' - . . . 0 MfFON 6 MILVAPOR +`�, ..:,c., r�qq , \ � d% F. 1°O� ----- ---- --- __-_-_—_ \ % \lei% - I I --'BAP�tIEkON.G'COMPACTED \„ s \ Q\oP \ /,, \ \a 1,X.I'.--I—1_/,' - =�A__I �c—o.-.\11%1_\',,_,�', ,--\I.I I—\X_.,\,,, >d.I5�l�--[Il 1-dI".4 l _,I,II,I1,---,,_.1,,1-'I_I,--._\--.1,",I-_I,_./_1,,I-1-1"1I I".-L-�,bi,-b-.;\�-'I S�-,\,'i-2,^I'\I.,_'/.`—.-I,I../I-I*-,I.;, I J,I--, I,�.,.,I.I_-\"-._II_I-,.. ,\`I',I I -�.-- o 0I)I 1.II-_I._1.-1_I_,�I iI,�,�-11_1 1500_-A_, _,__-_/__X_��r-,\I-_II,`=--__1__-z-____- - ;./,,I,_;' ..,U / / / l\ss \ / / / Q+� •, .4-C�AWLSPI�CE' I° �� .'� ./, d c� O� / , - . I 1 �, 0, - \ \. %, \/0 s fi �/o \ I,1._.,1-,'I\;.-;"_I,' / sr. \ ,,�p1° _ \ GP✓lEL 3A5E(MICA \ \ / D. q� L ,\J \ °�,; / =% „ �i\\ li +'';;\ / \ 31� :- °/ - l21 ,\�' : . 'POUP\ED,60NCRETE SLAB Wl I, / .\ \ .\-O A\/ 05' / \,, . �`` \�\ \ `� o� yc� u.` .- \ \ ?� / i l '. , a ° GScGI WWF'(�N G ML V4POR ,L \ , . ' ,� \; ,/.o \\/, / \ \ / �P ?� \ o,- / L' N. \ 3$' `I 3/8"'/ \ / < �� . / , -, % / - 29' 8 12'. / \ \ Oa O ra ,/ i'J ' w °\ ARRIERON4.,COMPACTED. u_ \ �> \ / \ �\ / .� / °_ :GRAVEL BASE. !nl tY •a W - \ - '/ - 4h �/ -I o �' - .-t - p // / +/ / d l) 14 LVL RIM BD.(TYP) za .o co. ( \: v \•� fo k/' ,\ rn /., ,\2v , T/ ,i \ \ / e. / / / / - ice o. ' ° �, \d. \;' "�d! rn _ '1 / �'O I?,/- \. , _ I1, / 20 \a I a _ ) _ \X p, ;/1" '-;i- M \ /� \ lo' \/ a /0 I / \ T-2I/2' ^Lb j _ 7-73/8 I� 0 ' 7 .0718 - \ _ :, 28-83/4 / \ \ :1' l/ �\�/IG-3I/2 I5-87/8 / O \ —I _ .e ° .a _ - '�.- ! �' - ' /- r \ .Yy-4i - : 1 �� - - - - j to i d/// a o f //�. _ /,.\ / \. _ \ j cn °�II - - a Q��' I l/ / �q �C; ,L1/'. 11 \ /\ % %.�\�/ - / , . \ / \ y \�/ °. _ UNEXCAVATED ,, I -a ——I— I - y. \ .\d b :,� / •\ \/ '` - - - _ ��". eQ \ �, 4'POU D CONCRETE SLAB W/ (1) 141 LVL RIM BD.(IYP� I - . ' • ,, , - - \\Z ! .1 / \�'/ - - - - 't\ i>, . /- _ _ , . \' GS c /�' Ln r� �' \ "' .� !s ��a 0� CM COMBO,! q�DP .\\ ` \ y`dy // / \ - /\ 0 6 x G WWF, SLOPE DOWN 2 - I I .I I'• , f' \ `� - - II - .O�' / 7� , \ \'` N A m 's, 5 25 _ TO GARAGE DRS.O'ENI N65. V I I - �y4 _01 -" 'gyp ✓ / /' \�. \� (� r'`' \ // �1.=_- \ 1 I ' - `, %. + /- -/, \ �i _ o i , , • -, IO°.POURED CONCRETE \ / _ \b PROVIDE I/2 EXPANSION JOINT I 1d `� - • \, \ti l , �_ 2 ' s`• . \ / I . `' \ @PERIMETER HAUNCH SLAB k I 1 • , t` , OZz %' Y —;: .1 ' , \, . / 2\\/ , ��`F( FOUNDATION,WALL ON \� ° , N \ I / T08 OPENINGS. I l: , . - _ - - f_' . - \k / \ \ @ °0 I ( 0 °Z - Vi / \ sD,r \ 1\�`- f�' // / Ih� �,` •/-/�«: \�- d��\`_1 24N 24..P.,-CONCRET \ ,)' a '�J e\ oN ( I - , - �`O , j O _' 00- O ' ' '_', - , 2/, _ / / .��2 j" \1 - , '; ' - • - r,-' 1 - •- x- 'GRADE'BM5. Wl#5_BARS: • . ' / \ \ ^� \ \ _ °' 1 1 \� Na •' //, �Oj ?\ =e= \� / 1 `D \ ,\ • . ,L<G`s'S- :�, SSE DETAILS 5HT I,5 / a/ I; cu \ ?. 4 I O POURED CONCRETE I I -I I _ - J, \, I . � / \ < N /' //� /i o : \ / \ FOUNDATION WALL ON I I � - j ' j , - ,/�,/� I ` is jam\ c��.'\ �O' 36"DEEP"MIN. . / I „ f - ° 24'k 24"P. CONCRETE a `r `�I - - -=4 __ __- v / . I '+p y • .. . it --1= I \ /� ! ,/ =1 + .\, s,F \ ems. -,. l \,\ ` s9� I GRADE BMS. W/#5 BARS. - I \' / I I / \ '�B \\X: / ^0 N (1�� O I SEE DETAILS Stir I.5 I I , ' / J° - „ - , _ J . II `\ 36"DEEP MIN. I ° 1 (1} 14'LVLRIMBD.(TYP) �p / � y I \� \\A; j� / / m � . \V�! \ \ / o \ / - - o \\ ( -10" 23'-4' I 10 N �\ < �\\�* \ �/ . , 3 v \ c° \•y," ' ' /i . . - • - - - I I \\ ---__----- _. \ 1 1 - .} ' -ZG, \u'� �, \/' //,/'UP14R, - - � �1' I h ., _\ • '� \ =r /' . , I I \\\ / a �, / \- \- /j @7.7Y9'T y -I I, ` ' ' -. j 1 I \,\ /% -o DATE: 6-2-18 1 I i i 0 - - ` N \ . . ; , - _ : _ / DRAWN BY: Author \ I------ -- 6TFb(STO�b �D 'ESE -r - J I ^ Ck 1 �- - a - �= -- --- � �-- - --- - - - - --•- - �,.� I //' _ \� _ \y�' \ SCALE: 3/16 1'-O" I` I t= =r--ICI </ ; 2\/ < a'/->/i \ - - "- - - - - - - - - -- 1L LL4�Y4�M1�W_2h1_ -:-,WAl 13Mwu _ - - I 'LJ�B�F1 tiZ'-- ' \ / 7 f TITLE A-' i -' \ 2j/ ,v "'�' FOUNDATION TIES- 18" - - ,i \�' d / j RO10-0 x3-0 9�/ ROId-0' x3 -0 9 RO10-0 x3 -0' _ /'•. WALLS ALIGN ° -It \; 4 ,Ix, MIN.W/6"EMBEDMENT INUNE NORIZ.r,1 FROM T/0 END.WALL -INUN-I10RIZ.5UDER FROM T/O FND.WA INUNE HORIZ.SLIDER FRIJM T/O FND.WAIL Foundation Plan j 1'/ �\\, 24 OC VERT. MIN, WHERE 3'-4' 18'-4' 3'-4' 7'-73/8' = _ \- 14'-25/8" C, % G'-5' _ NEW FND. MEETS EX5TG. -- --\ ` N -\ / 29'-G3/4"' j I -3314 47-G112' 91- II1/8, SHEET NUMBER G'-4 7/6" 25'-0' . - - 6- j - - I, -- _- /''/ 102'- I I/4' - 1' \`vs- �f--- \ / Foundation Plan 1 ----- _ ' N (3)#6 BARS CONTINUOUS C N %I -- - 7 - I C If _ 1. (3)#6 BARS CONTINUOUS 5 I ( )#5 BARS.18"LONG. ,J 3 --- O / -� EA.WAY EA.PILE CAP. _ = - - a-- -- - _- } �' - r - - -I I ' ,i.I, , I•a l -I L I ITl I= - 1 _ 1. €, _ -- I I C - L,, - i. - zv - I4 - O ,I •' -I- _i v _ - c� _ _ m U0 T1RR P - � '#3 12" U S� S 1 .1- _ P I- I. I STIRRU l n 1, ELLA` 18 LONG - - 3 #6 BARS I N -I �I' �IJ f •I IIT � G R 18 l0 1_ _ _ . - #6 BARS - - G 3 � {fir• 1 .�- O _- - O PERPEND, PILE CAP. , > CO CAP. n .�[PILE B m P ND. Basemen t - ER E a L TIN is �Y =1� =1 Q AR N �-:--r_ 4#6 B 0 UOUS , () SC - NTIN S - - - L - UOU - _#6 BAR CO O- 4 S -$ - 2 3/4 O - - - 718 PIL NT RLINE F2 E I E E 0 C 'i - � 1. -f•i M - l� J- - I _ hf h i - i �„ \�r-�� otln - - - e • •� I •� • AP &GRADE BM. T.O. FO _ C i , _____j C4 PILE C - - - - W IEW J � --•--f l i--- --•-I - 1 . IDEV I�a` I - I - �, 8 6 3/4 I - - - ICI ICI I I I I a) a, - - Il- 1 - } -I - - - O B.O. Footin 1 = - - ! �. _ - - - - - - z - - - -g- - -- - _ I-� _ LOI -10 - 6 3/4 - - 1 - -- _ - - - - - - - - � 0 I� � " r�n �L _ -_ _ � -� _ I -_ _ I _ _ I I I - - � I I I � I - I I -I� I I � v � � �. - - I I I _- �_ -� I-I - I I _ ��I I - I ( I - I I -�-_ - - s CENTERLINE OF 2 718"PILE, Jlin CENTERLINE OF 2 7/8-PILE, - - 8n _ - - - - - - - I I I 1 I I I I I-I I I I- N f CENTERLINE ---- , - (tWWO-fis O enings - Grade �e -�_ _ _ _ < -� SOECTION VIEWFOOTING,&GRADEBM. ip - �- - - _ � Q O QFOOTING,&GRADE BM, SECTION VIEWY, _ -I� I- I I I I - I I f= I I I I -I ='. I -- - I I I - �� --= I - , I I it _ _= i� ► I I I I --11I -I I I �#►I�� iiir �i�,1�_ �I II t-I�� I �i li li =1 lil=1 1= o \ 1\ PILE BELOW PILE CAP. - I I I I- II !-I I I� I I - - ��- -II -I� i��- �� II ( I��I �1I�II-ff I I � - N � O _ , _ 1 I 1 I _ I i�_=III } I 1=1 = !� 1�i = I �1 =1!I 1= 1= I _ I I =I �I� I- - I i-�� I u �-I �I 1= U I _ - 00 -�--- - � - --4- (3)#6 BARS EACH WAY n -F (3)#6 BARS EACH WAY �_245c 24"POURED CONC. -{ j- I = -I I- I _ I= �I _ _ _ O --15 OVER PILE CAP(TYP). -I -i I I 1 I I - -- I �--- 1L I �- -- I I ( I- I -l I I I I - Sry IJ OVER PILE CAP(11'P). � - t- - -'� - 4 � PILE CAP.18"DEEP. - o� so 1 7 rII - - - II - - �� - _ = III I = I I . III- IIIII - I -_II -II -II- 4- - - - PILE PILEICAPBELOWFOOTING - I-� I - -I I I- -��-- I I I I - - I I--�f-I I I I I I `D �- l I , / n 1- I - = I=1 I I _---- 1 1 = _-_ I _ 11 I - I I _-- 1- I = I 1 -I 1- 11=1 = 1= = = LO � / n 24 WIQE POURED CONC. - �I- -�- � � � -� - ,, -�I- I I I � I 17 24 WIDE POURED CONC. to I U-.__- .._-- �_Ai_�_____E_�____r_�__f_� _ I _� _ N 24"DEEP. FOOTING24 DEEP. - - ! I- I I I I- -- -______ _- = - _ -----_- FOOTIG -I - II -- -- - I I II I III IIII- II-II =- _ - - -r- - ---- I -_= = - -+- - --�- CONTINUOUS FOOTING _ coNTlNuousFoorlNc I I III III-III=� I I I I I-� �_-� I I-III III I � � I I I I 1 1 1 I I 1 1 I I 1 I I 11 1 1 1 1-1 I I-I I I 1 I I-I I I-I I I-1 I I-1 I I-I I -I -1 I I-I -1 I I I I I-1 I -1 I I-f I I-� �_ /. DETAIL _ __ 1 1 I I 1 Section - Foundation /Grade Beams & Piles c, A' I -PILE CAP PLAN/SECTION 3 ( 7� - _-_ _--____ ___- v� _ I I I I ---- ------- --- - - --- (T 3/16 - 1 -0 , 1"=1'-0" n n �Ir A-5 w4J -1-.4- Th �~: I 2-#6 X 5-O -� / \ �f OVER OPENING � �', \ "�;„__.0 : ( ,h r.Q DETAIL -GRADE BM/FOOTING PIAN DETAIL -GRADE BM/FOOTING PLAN 2 I I TYPICAL g" / \ "" - #' t -------------------- -- -- --_--- -__---- ,� ,�� 01► CONTINUOUS FOOTING 1"=1'-0" \ A 5 CONTINUOUS FOOTING 1"-1'-0" A 5 244 X 7-6"DIAGONAL / '\ v) - - - �, �_i OPENING CORNER BARS-ONE �/ PEN / �/ / \ \ / I \� j' I \ EACH FACE OF WALL /�o"/�/ 58 // \"'� �o,\ ------ - _.__---=------_=-__. � ;' � I TYPICALCL N13/ O/ \ \ \. \ 11, w 5 TONS °e ? y�3- \ a #5 BARS-TOP I ,// PER PLAN I / \ Nfe / PILE �o \ \ - - - - _ _ _ - - - - _ --_ -_ - - - - - - - - - - I I , � �,, 59 \'� �; \ \ 5TON � \\ \ '\\ --\ �- -� - - - �1 - - 1/ `�' TON \ ;\ PILE \�'• \ \ � / \ 57 // �'° \\ \ i 15 TON t I ' , \cS� \ \a \/ \ i \ i I _�2-#6 TIP BARS n ' PILE 1� \ "- U / 11\ I -- I / EACH SIDE OF �//�4k 12 POURED \ / �- �� 9; \\ \ \ \ \ N /\ \ / ,- -Y CONC. FOOTING �` -a\ 89• .9 �s STON � \ � O OPENING ':,1" / BELow �. 61 ��` � o a 9--0.=\rest, \\ \ \' PILE \�'; �\ �\ Q� IY Lo \ E � I I // ,,� o ' Gy .ppp \ ' a� \ / 'c0\t, 5 TON ', o Q�Oe P�y6 �9T �p 15 TO�1 i`: �� 56 \ \ -� .- i G �6' I I ___�" v� PILE �: % a�° �� o,v , �� \ _ „- 11 ��' q�s " \_ /j' -� :�:-"` i -� uN�P�\ , / �Y� �o,�'ILE \ / / �.\ �j,��`.- ;\/ \\ \� -0, . U ' 70 16 / \ s � '11p\9�• � 62 �; F° \q, �s 12 `� 1 a PouRED coNCRETE ? 9�� \ -.F. �, \ � Z TYP. �(� S �, w �' 3 i \ FOUNDATION WALL ON 24"x\ s / �' A•C ;TON .� �9S° O ° _ \ ` _ \ 70N \ '10 � / X � 24'x 1 2-POURED PILE i,- T - -+- r / S ", ----- � g /, 18 GRADE BEAMS.SEE A 1.5 / a' / �� \ \ �� .,2 / / i. i / \ 36" DEEP MIN. DROP 5"FROM ��, �' PILE / \\:�� \ d Z �[ ems° � � � _ELEVATION g g�" BEI.P FOOTING 0 i y '.,�. , ' / T/O FOUNDATION WALLS. \ ,\ �;t - / \ \' \��d'> U >_ N U • `.- - - ,_ / /-'gl pW �,:� _ / / \ / \. (5� \ � nn`` �- � - -� - - -�- - - - - - - NTS / a-� 0 15 TON / \ / - ., \\ W w - - - - - - % - - - - - - - - - - - - - 15 TON� �., r i<_ ° , \ / '-N \ I �\ \ \ 4 . O +- #5 BARS BTM. /�/ i a� i , 9 PILE / \ 15 TON � \ -�= ` \ O --I - +- PILE / _. , � U? / / -�' , \ \ , \ '0 -4-- " �y \ ,i' ;. pro \\ 13 / /- \ , PILE ;o ,/ a \_ 5 TON / \ L -- - ��0 \ 64 r �` i \ o g\`b/ \ / / / \_' \ i \\ \_ PILE / \6' \` I 3: j 5 TOi� I �- Via° J J \\ r , 9, / \ / r\.�-, • - \\11 \ \ / \��'+ \ \\ O � PILE1. -- c? 0 15TON '1 , /. _.\ ? , \. \ 54 / \ O GV DETAIL -GRADE BEAM OPENINGS __ ___-.,-----_ -,__�/ 4 /" /4 / ,� `, PILE;'/' -\�. / \ :'\:! \ '/ UNEXCAV TED\ '� \ �e (`M -- ------------- - - - - ---- ---- -- //-('-0/ \ 65 Fp� UNEXCAVA ED \`cpi jv\\� '�` // ! .� \ - --- 1,ti11 Dn / /' 5 TON / % �PpA ,�% T \ /� 15 1IPiLE %// \\\ \'-' \ \\ / A 'l \�\ \ \\ \ _ \ A 5 / \�, / { /I,a' quRed cdiyGRtTE S \ 15 TON , TON \ 5 TON i \ \ `� //�� PILE i > ;i v 9� �o,° \ 14 /' '� \ ' \ \ PILE \ 6' \ \\ ' 1 0 \\ / FO1J, DATION WALL,.(dAJ ?r' \- \ PILE \I/PILE \ /' \ . 66 ! '` ' ti F \,Z \ /T O/ / 24"x 24"P.'CONCRETE\ ,�� \ \ / \ %` \ i `\c�, \ \ .311� 5 TON i x. . �(% '` io 17 j=j= �, ' /\ % GkA E BIV15:Wl#5 BARS' \ _ \; \10 / \®eY �!' �'e'�� \' 53 % \ \ ,�� PILE i, a c'� 5 \ i. #,/ / !` I :/, ,�SFE ISEfAIL' -S'HT" 1.5-. \�, ?. \. \ .1 w \I*r \ / \ `\ / 67 i °oP��C�'�P \ SITof�.s;�'`,/ /- ft'N /'_ \,�Glt D EP ivll tJ: ; `\ %, _\ \ j% / w.', \:\ - \I 8p Oi i - FO� -4" 5'-10 1/2" `c _E \\ // ! . • , �jpl�., ' - �� %l `\ \ x !'. �' / _ - - 'l 5 N / - -_-_ _--_ _ 10 -2 7/ i �. / `�n \� i O% PILE / \ \�: \ \ "„ =+G a k UNEXCAV / /' 1 '\ %. - ! - r.� - %- ' - ' 'i _\" \ - / �4` \ /, tia A' S2 ��\ \ \ \ j 1�1 �Oe��°5' �,� ;f! �0° 15TON J % .' 'r�; \ ✓ / /, 10 ' \\� ^/�� \' �\ �•D�`. \' \ v" \ \ 6'�\�L / \ �d '01, \ / \ \ \ Na/ 15 TON .�lP�. i i 1A0 -PILE / b`r. ` �` `' , \' - �i \ 'y \'2, / \ �� y \ ` \� PILE ��'rj `� �.' co 15 TON / % / \ \ /' \ ' `� - '� +�`L/ 9� \ \ v \ / ILE ° y /, ' + =/ , . - %, \ �O i \ S S TON l \ / �' 39 �� '� r� �` 15TON 6 OHO 18. % Off` • :� \ 1 TdAI \�•S," "r �'\; , • �}\' �'' fo1 TO \ \��; \�. b \" \ PILE <? \ `�,\ 111 O in PILE °' ✓ • „'`/ c�, I 16 P�E E-\ � . - / / Pi \/ i% \\ \ \ 51 (n \ \ e /� ' \ \. �/ \ \ \ in �'{4$" - - - -i \ - --- -- - - j �% =r �.\ ;\. \\. . : /'15 TON' .-�= p;,��\: _� 9 ' \ \ I' �O \ \\ 1\o \ y 'jam- : \ , -, PILE- " '\ � / \ ./ ��/. '�, \ UNEXCAVATED �. � \,' W OENERAL NOTES AND SPECIFICATIONS N PILE \ `�-, _ : , , - \ _ i5 TON , - . , -- - -. ,i „\aJ 37 4 :/' • \ / PILE/ \. \ 40 `8 •�''d2 s° �'9 -83/8. 5 =$ 1/$ . - 29` :\ i /\ I I \ �15T \ REINFORCING: i - \�� ' - ° - , - -'-"' `._ CEdAf [5 T�vrtl . \ \- �.l j 1 O ' / 27 ,l./, - - / PI ``'� \ \ 'e / a 'v i �: i� /_ a '�;T� 10N _I I J 5'-8.1I$'!I I P ; \_•�� 11\ J / �r / �G/' �`\ y?� - \ �'o �h U EDINTERMEDIATE %_ ago \ ILE ;' _ - - �"��?�� \ , . ; •- . ' \• . , J/ 4111 / 1. ALL REINFORCING BARS ARE TO BE THE DIAMETER SHOWN,DEFORM J/// ,- 11�, \ Q o CRAWLSPAC.E; I _1 33 �O N _�, M,. �` . 1 ;� . _ \ 1 11 / l\ ' " \ ° i. _ 38 -6 3%8.. :\ r� 26 3 3%4 \ 'S 8 6 -41/2 -- ---_- STEEL HAVING A DESIGN STRENGTH OF 20 000 P.S.I. / i d 9 \ +\ \ 'a / GRADE BILLETS G 15 TON 5�� m \ - r i \,,z,,-,,' f G a- _ A \ T O P / - -- - - - -----_ ------ _ _ _______ N ,.3 / 1 • '38 ' 1 O• -' - - - - � \ r - - HALL BE INCHES UNLESS OTHERWISE NOTED PILE :� \ r-< 5 TON , - i rn b \ o d T- O 2. TYPICAL COVER FOR ALL REINFORCING S , ;., 21 / \: - ,b cn \ \',p \ A , a' NOTED ON DRAWINGS. i i \ a PILE , [• I' • rn r' % - \ - ,in \ % j,�\ / �'\.7 \ \ 6; � `A `° 41 °� - ( .\' 1 i \p' 15'TON / 1k d. -�.:. _ I CAN Z_�' 'SPECIFIC LENGTHS SHOWN. i \ ��- I • I , r'+ ' %0•' ' it' PILE' • \ `L \ / ' o 3. ALL BARS TO BE CONTINUOUS UNLESS S 15 TON 46 \ _ , �\ _ _ \�q \- \. \ \� y PILE SPLICES TO BE FORTY BAR DIAMETERS MINIMUM. i -PILES - I . j :,I• \ :. • '.- - ` ►�� g - \G -�= \ _ ..,� 28 •- 4. SPLICES FOR BOTTOM STEEL IN BEAMS TO BE LOCATED OVER A PILE.SPLICES FOR - --- - -I j . `, _ 1: .' ;, • ` ; - , \,y ,\, ,: : /. /�, .I; _', '� \� " - /� s Ir t \ 1 11 45 / - . �' » \ �. _/ �\ ,, , ch 15 TON " /4�_0 3/411 ,_5 7/8' / TOP STEEL TO BE LOCATED BETWEEN PILES. ° 9 -7 3/4 1 -8 /4 O /1 1 • - - ;\ " /' -- �! 1 ✓ 7 -1 /8 ( °I_ 8 -5 3/8 j . I I , . 7 -5 Z/�', i,,15`TON� ,� 0 45'=0 1/8•\ \ \ /. ," / �' " N 15 . )1/8 *,r " PILE . / l` 4i i _i n #4GAGEWHICH - - _ -- �' -.S - r. \ / 5. WELDED WIRE FABRIC(W.W.F.)ISM BE 6 k 6 SPACED,#4x . '7�-T• -� �, - / - - " , e3. T/, , ' / zl SHALL CONSIST OF COLD DRAWN MEMBERS RAVING AN ULTIMATE STRENGTH OF NOT LESS t \ °j` ' I - I • P L`E' 'z -•- , - -- , = - /'' � ' `'�� t :/' ' / ' ''' \ ;3 ' r� . \ 15 TO d - : �� 5 •bN" - � �� ,. / /_ . \ 5 / -0 / / THAN 70,000 P.S.I.WELDED WIRE FABRIC IS TO BE PLACED AS SHOWN ON THE PLANS. \ \ PILE -'- -� -,J- j15 TON t ,34 :•\ - . /. .P LE\ :' \! '�` _ ./- , . :\ �'' . \,- % / 6. ALL REINFORCING IS TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING \ °' PILE=• --1 Ax, \��' -\ i h, / - " . \ . • - - ' \\ '. : `a \ % / I Z CONCRETE PLACEMENT.USE EPDXY REBAR IF WATER IS ENCOUNTERED. m \ UNEXCAVATED ( _ _ 1 T0�1 47 -- -- 35' AN - !� \\ ; ^� %' /• 2 \ \ / / - i - \.\, \ \\ / 15 TON Ot t ' ° ,� �, /; \ �;' = \ • , _ \' ` \ \ \ PILE 7. SUPPLY90DEGREEBENT#5BARS-18"LEGS-AT ALL CORNERS. MINIMUM PILE \ , 4"POURED CONCRETE SLABW/ -I - , ., y�. - _',\ ., - / 1.5I, �, - /, , • , ,, _ ,�, +� \ ono �5 \ - - - . ' i !� l a' \ rY CORNER. CENTER IN GRADE BEAMS,'TOP,MIDDLE AND BOTTOM. PROVIDE MIN,2 AT ° � 6 x 6 WWF. SLOPE DOWN 2 I I _ • - ,, - :\ - _ _ -, � - , - . _ ,.�. ,' - -�, x HAUNCH BEAMS TO GRADE BMS. OP&BOTTOM WI2"BEAM SEATAT SAME LOCATION. 5 2s M I a• j ' \ - PILE f 11, o /. , - _ - - � \ \� R TO GARAGE DRS.OPENINGS. I I 0�� , \ ` N�r `/' - - - - • - - • �'� p,/ :\ ,\\,\ \/�' 4 n BA BE ED. 42 \ �' I I - " ; ;� \. ✓,, 31 \' ,7" , % \' / ' IFANYWATERISENCOUNTERED,EPDXYRE R�0 USED. O PROVIDE 1/2 IXPANSIONJOINT 5T a> %' _ >' /-• /` ' \ ''* = O 8' 5 3/8" 11-' 7.3/4". ,< 3' 6 1/4".'\: _ ' _ . \c , . •d' \' CONCRETE: \ 1 @PERIMETER HAUNCH SLAB PILE I I _II;ey \ _11 \R' to / /� \' \�. 11/ M _ \ s I �. \ N TO 8 @ OPENINGS. -- a� I 1' . - y- • - •,\. � �' .i - _ \ lelf, / :\ /.' `t,- - • 15 TON °�° 8. CONCRETE IS TO HAVE A MINIMUM STRENGTH OF 3,500 P,S,I.AT 28 DAYS. � \ C _ Opo -,�, _ _ • \ \ 1 48 I I I I , r Oo �� .// \'L . /,-, • `'_ ;/_ T PILE. t.o"POUR>;I�CONCRETE•I .15 TON' - a% \ ILE \\ `o 9. SLAB AND HAUNCH BEAMS ARE TO BE POURED MONOLITHICALLY. 1 io _ o - • /• O ,% \ ;`'' j-, / - ''�,- -_ a \ , /. �' o \ a }, I O POURED CONCRETE I I I I /., - ' O / = r FOUNDATION WALL,ON PILE / 1 c•+ N .15 TON i.5.,T �- 26 3, i�' M 15 TON /`I`/ 24"z'24"P. CONCRETE - �- GENF_RAL: \ FOUNDATION WALL ON 15 T N '24 , - , Is PILE 24"x 24"P. CONCRETE 1` ', I rn I L,-- = _' - ' ¢- 23 PI : JAG / I '�tLE �.�: . . GRADE sMS_w/#5 BA "l \\ % - ' 10. INSTALLATION OF PILES AND REINFORCING STEEL ARE TO BE INSPECTED AND CERTIFIED - I - ( ��a = / `I .1 / - ' 1.� - ' . - / ' = EE DETAILS Sh1T_ I:5 - ' ""'� / \ '" / - BY HELICAL PILE' ENGINEER. ,� I GRADE BMS.W/#5 BARS. " _ - _ I- = _ - - , . il,- Usr- \ . , - - . - 1 - - - I- j_, 'l CA S I 43 SEE DETAILS SI1T 1.5 rn I I L - - J \- ' '�10 . - wQ y/ /, ! •+� '\ , • �,' 3 DEEP MIN.'; ' ' • 8 3/4" 5'-6 5/8'�`\ / M 11. NO CONCRETE TO BE POURED UNTIL'IHE PILE LOG IS SUBMITTED AND APPROVED - - - 11 AND UNTIL FORMWORK AND STEEL WORK IS APPROVED. `I 30 DEEP MIN. o I I 15TON 25 pp oo /n - ON\•� \ k� , �\��, ti �'/ • ' J!00. \\,�4 � • - • , _/ �' ' : -I - \ \ i IV � I I I I N PILE �. PILE \ \' ��L�`f -j _ �I \1. '"..y_'\ %, - c�i I I \\ \`� N N_ PILES: 3'-1 5/8" 1 �/ ' I 24'-2" I j 13'-10 7/8" 6'-3;718" '�113/8"y �- �''/ /%- I _ , ' - •-\ �9 -\� ��/ ; \ ' ' o� 'I I15 TON `� _4 co N m UNEXCpV• \- - - , \ II , ' '\, - \_'• 'li �. 1 • - ' - - I PILE \ \'Is �" P HELIX LEAD 12" 10'8"PART NO 2T8W176TH81012X36 I 1 68 _ - - - - \ • j HELICAL PILES BY IDEAL GROUP:2 TRI LE L-----_ -- - - - - - - - -� I15 TON ice " - -_I -_ _� _ ,y.. -- - - - - - - - --:J I 1 p \\ --- ---- ----- -- �, e - o - - ---- -- - - -- - __ 1. PILE I 5 TO . a S TON o' "Al". _ - H DULE80. - - --- -- - -- - ---- -- 278W17 6EXT BOTH TO BE SCHEDULE < WITH 2 EXTENSION PART NO-278WZ76EXT. _---- --.- -- - - -- - -- -,--------- -,_ - O \O c -- _- ----- - PIL d.s. PI E'.i. `I \° - - ° ,' - ---- I , 'S 2!'OUTSIDE DIAMETER ROUND STEEL TUBING HAVING A NOMINAL WALL THICKNESS OF 0276. --_____�� r - --------_ _ `� ° _ _ I -• ' ' -------'-- u� L --a-- - J 49 70. ` - - ------ -- ---- ---� -- -------- ham/ DATE: b-2-18 P PILES TO BE VERIFIED 15 TON 15 TON O > �5 TON 15 TON 15 TON 15 TON \, �/ 7 DRAWN BY 15 TON BEARING WITH SAFETY FACTOR OF(2)30 TON ULTIMATE.MINIMUM 6"X6"CAP. AND SIGNED OFF BYA LICENSED PILE CONTRACTOR AND HIS ENGINEER, PILE PILE _ - - PILE 21 PILE 2O 19 Author N / '-. 1/2" _ � PILE 22 J ' PILE �` A-1.5` / SCALE: As indicated NOTES: S 50 � N T- 1 8" 6 -3 8" \ ;L 1:SHAFTTO EXCEED REQUIREMENTS TO MINIMUM YIELD STRENGTH OF 80 KSI AND MINIMUM TENSILE h STRENGTH OF 75 KSI WALLS ALIGNt d a \\ TITLE `1 _TON 2.STRUCTURAL INTEGRITY OF STEEL HELIX TO CONFORM TO A572 GRADE 50 I`\� I , j PILE -�/ " Pile Plan 3.ALL WELDING TO BE PERFORMED BY SHOP QUALIFIED WELDER TO AWS D1.1 STRUCTURAL WELDING \`�sr. ,/ I .•ti i , 11 1 » 1 » 1 12'-1" 12'- 111 \, �' 71' \ 06 / 14 -5 10 -113/4 10 -9 10 -91/2 CODE-STEEL, - - � - 4.GALVANIZING PERASTMA153/ASTMA123 24 -2" � �30'-2" \1\ Z _ 46'-1 1 1/4'' _ SHEET NUMBER 5.ULTIMATE CAPACITY OF THE UNIT IS 121)KIPS FOR LEAD AND 140 KIPS FOR EXTENSION "I'll" 4 , 6.MAXIMUM TORQUE NOT TO EXCEED 13,000 FT LEIS Foundation - P Plan A- 1 . 5 7.BY IDEAL MANUFACTURING INC. 6�� _ 1�-0�� __ile � •( �/1 N C N C Q 0 00 0 O N O Q o -0 >- w c = c Lf) ry U D a • \ `\ O t� Lf) / 4" DIA.STND./// \ \ 04 O 9TEELi ` / \ \ \ co / \\ / \ \`\ L..L `n 01 \ 7, z/ i \ LO \\t/ \ \'� PJ9.1� ---- 591 �! \ / LLJ 441 PATIO PATIO ` \ OUTDOOR 6; \\ ��-q�� \ \\ / \ / ,' �\ j /'\\ \ /-�/ \\\? \ FIREPLACELo 70 fir- z 9.�Y .' \ .��•' \ /;\;�� \ �,� ,/ �; � I \; � \ `\ �} I � o N R02'-0" 9 1/4" 9 1l4 R02' 0' \ %/�\� /�� f \\ //��-9' v\\ \> / LIVING RM \ \ \\�// p++`��\4 \ I W �• 518eta. — Q\% ` I' C' RO7'- I'x8'-0' �I x8 0 15, :��` \ \ / /X \ � a i \��' Ti �o y�� \+� \\ — 70 20 CSMT� 71ON8'0'INLINE WNTURN D� 2'0WT0'CS \ \ �/ �\ F / \. `\\ \f/ / \ \ / a \\2j � � / a�,"PtL Gym � \ "' A I'li 8'I'HEAD FiGT III 8'1"I1t1 '�% `i \ / \\ i i \\\ , cam n` Ira %/3,\ • �:: - I-- -- \� / \\.\\/ \ s \ \ DINING R ':q,v. s �, �n I- \ C L05. \i / \ \ nj cc? \ `\ �< \ \. \ \ \\ i/ f \ `>, / \ -� 0 +- 0. 5110WER�\ � I� \\ �__� ` Gj'�j/�'. / \\ / \ \ \\/ S rt/'/ CN Rza�?E CM COMBO - \ MASTER Q,j \ / j�, , -i m -rrrc yI \ /3\' \ / \ \ \\ \\ \\ // \\ j \\F. /% BEDROOM WC -/ N m _ \ \ KITCHEN „ I \ 2/" \\ \ `,S. /'i' '\ Q• CM COMBO 3/�/ \ \12 _ T-37/8'. 7112'5112' T- o -51/2" W.11 u'\ _-_- - -- - - PANTRY �'c'. \ \\ ` sop, CM COMBO / / CV D �I � I 8' I 0 7/8" 3 I/2' 5'-5' - . . - - . .' .. ; ( -,r1 r �� . . . _, -• 5-4 7/8% y-" \•\ d \L / // //••�� a/' // I m 3 I/2' ,11 F LINEN L" 'o &J / \\ Z w o •• - - . _ - - � J � \ `� % 'i. / / /' _ � _ mac'. \ /\ i \ LAV LAV / 4 % U 0 \ 3 12 Rr '\ / 1�3 Z.0 MASTER LAUNDRY \ \ / \\ /: \�� , \ LIBRARY /� ----- -- ------__----- 1 i 5 1/2'_ 91 1, i 3 1/211_ \\ \ ,%\ / FOYER /\ / - - - - - - a N - - - =I A - - - W.I.w.I. \ "' i� ao CLOS. 'TUB< Z - y I ]IT11 . s ' ' 3 i/2' 2'-0' I 5 I/2" 8'- 13/4' S I/2' 2'- I/4' 3 I!2' 10'-G' 3 1/2" "' 8'- 13/4`- �5 I/2' �2'-03/4' 5 1/2' `\ 5 1/2'-i ;24' I" 5 1/2" \\ I - J/ J/ \ � 10 J en --- - - - - 2". T !4" -1112" 1112". T-5 I/4" 1 i�aau m � ft / I/ Ltl `\ . . 7'10 7n3'0'INUN WNDW - 7'5 25107 INLIN _-..._.._ WNDW 8'2'HEA HGT 8'2'HEAD HGT '� _..._...._..... .. ...... EAWNG EAWNG " 3'-G' T-7 I/2' 14'-2 I/2' \\;! I'-q 5/8"" 5'-73/4' I'- I I I/4' G'-5 I!2" 3'-4 3/4' 2'- I I' ^`8'- 13/4' 14'-0 I/4' T-8 1/4" -2-- 11 3/4'j - u 3 -G' RO 18 0 x 8 0 fi �/ ---�! O.H.GARAGE DOOR.. I \ / - - h - - \ 1 „ i - - 25 _0". . 29' G 3/4 / 47 G I!2 02' 1 1/4' - - DATE: 6-2-18 BY. DRAWN RDB ``""'•° SCALE: 1/411= V-011 TITLE First Floor Plan First Floor Plan SHEET NUMBER } N C N C .0 O O j L �- Q ca o U -0 0 w C `� a) 00 Z r=1 r � \\j \\ O Q �0 'O / \ \ \\ / 0 O O O 00 ry L0 0. LO -:ram +� , \� g i' •\ !�S G� \ / \\ \ \\ 6''a +\�; \ y / 2nd STORY ;� ,! °�y�� \ \ \ \ 9 a�'a \�,Q -� \ � \z BALCONY - \\ �° \\ Q� G�2c c \ �C:9' \\j p \ \ PAVERS ON PEDESTAL 5Y5,TEM. "' \\ FINISH DOWN 2' \ �1� FROM T/0 2nd FL. c� 4� ,g'li� \ PSG �� ! / �;+2��C� � �k. \\s� y.% �`9/ -- --- / 0. OPEWTO SD BELOW -7 • � �V) () �-' T BEDROOM �� \ ( G�}�a;�,+� Gy \ W —7 /; • \ \(/ cM COMI3o / ` \Qf, �F. nd STORY � s, �;�� o \ \ 77,/ U U \ / \ \• /\s e / v �� r3ALCONY �c� /\ w _ +' S` / \ % \ PAVERS ON \\\ \ /\ \ / \ •� } PEDESTAL 5Y5TEM. \ '\\ CL V) 3\LATH ' \ . `:\ ,?:+ r/ \ FIN15H DOWN 2' \\�/ \✓ %/ \ 6; CL05. \\ \ / \\� } i \\ / \ \� \\ \ FROM 1/0 2nd FL \\ F! \ \ V �A I I Imo\ \ // W. , „ BALCONY CM COMBO �\\`�� CM COMBO Q Oy \\/ • \ Qp `Y / 2 w \d/ \\� , Pe 10718' '2' G' 101/8, — - OFFICE AREA \\ \/',;' \\ \ a l ,/ `g \\� e6' 2,/ O GU EST RM ,\\ / \ \ i" a�BATH \ \ / OPEN/ \ . / \\2, BELOWW p1\ %oc � W.I. M � � • / - - -- - - --- -- - - s + r / Fu j" `- z 3 1/2'- 51- 1' S 112' 7'- 10 1/5' m M - /'7( (3} 2"x ' POST (3) 2 xG POST / ' G / ,/ �° = 2nd STY BALL = N L \ � / - w 1 z PAVERS ON - O �c� i %" .' — - PEDESTAL 5Y5TEM. I 1 1 �� \ \ > acp.+6. 99y --= Lu , �' z FIN15H DOWN 2 —Nll, Lu FROM T/0 2nd FL. Q 12'-9 1/8" 5 112' 13'-77/6' 5'-01/8' 2'-7 112' °L x X 9 .7 I/4 5 I/2 0 9) 36'HIGH WAIL N 3 1/2' 0 5 I - `\ (3..., _ I ) (3) 2 x6 OST (3) 2 2'kG" POST 3 2"x4"P05T 0 II P - - - _ _ - -' - - -- ` �•�S% ,OG�� j' it � � / 1 1 I I N p I 1 • , - .-, -• :'- .. ' - •,- _ -, - " .. - \\\ \ �iyc�y� '\/ v� 6-7 _ KO 3 -7' � RO 4 -7 3/4 6 ! ----7 -2 I/4 17/81 ' Lu 3'75c80'INIJNE 4'7.75k30'I E- �_ 7'2.2510VINUNE N PICRJREWNDW AWNG WNDW —,AWNG WNDW _ \\\so / 10'8'HEAD HGT 10'8'HEAD HGT 10'8'HEAI?H I0-61/4" I2'-9I/8" I9'- 10112' -- _ 00DATE: 6-2-18 DRAWN BY: RDB SCALE: 11411= 11-01, - '• . •• ., : • - •• ,_ - '. :. - I_. _ _ - / TITLE Second Floor Plan �1� Second_ Floor Plan SHEET NUMBER A-3 _ Building Height � a) 28'- 2"_ TYP. ROOFING - EPDM OonNG OVER TAPERED 5CUPPER \` SCUPPER E R � , , _ ,r .t .a.., !I i , , - : ^, 4 r , ,=r t � , Roof High Plate H t.NSUATIONSLOPED TO DRAY�S PROVIDE SCUPPERS 231 -211 _ N O Roof Low Plate H t. 00 AS S WN• cTYPICAL SIDNGTAGCEDAR 2012 Oo OVERTYVEK. STANEDBLACK Q` CO TYPI CAL SIDING - *G CEDAR L f— O W u'. V g OVER.TYVEK. STAINED WHITE 3 I 4 }} X I' O Ir 4 II— k W fi W t gg 1 ,ry k L' : r ING - EPDM o LO TYP. ROOF t Z , !� y, VER TAPER 00 fl NG O \ a „ R , U l' 1.' r. a' c x S I� r , U a PE DT o � � NSUILA N ; x . Second Floor O 5L0 , O , VID E 5C UPPERS 1 11 D V II 5 PR r 12 0 -C N �o f: - N O SHO WN. W . AS �� T/o First Floor Plate ��•", D SCUPPERS � � I 10' - 9 1/4" � z � � N T/o Garage Plate N \ _ t FT � o IILO APPROXIMATE GRADE LO , First Floor , unaon ` _ --=---------I I-II---_—------_I--I-�--�-h,l—��.:-�-_-__I--.-=_—_--I.�._-_��I._::Ih_L.-�--—I��—�II ,�I, —_—_I.—�--I II--I—=��I��_-1I_ I-.1—--I,_�I_-I----1 I I_ —E=—I I--—I —�--1:I I�—-�I �,,I,It1--II �,--=---I——--I I II�—-. ��,,----_lI _.—--=.1�I,Il_�.�1:—..-��..��.-_�_�I-,..,,�I:��.�I Tl�.�-=�III..�_.�I.,_.1L_,,--=��I_...1-.��,�1I.�.:�t�.II. 11 .lI..-��I�-:=-I1--.-,1I^:..:l.�._�II�t=—_f I _—�__II__I. �I----I_I_-�f;'��1 t��I �=—Il��I.l,irta�II1�;I.=-II_�II—r- .I1I__-_--�I_�_I_I�I--—II-_,_�II II T--�--�I—I II �-=_1�II I 11"11-.1 1--_I-�1I--1I_—--i1�1-1l=—_�II-�II--1-t__—Il 1�fI�i=_�_I `:�--_11I�1It1�•_=�..-1--—1�1II�:�1 1 T—JI--I-aI--t• Il---11-�1-��1--—1 1I- fI-=y�-1---h1---_—f I=--��=LI-��. —_.tt1—�=�T 1_II�II.—_t�1-�tI�=—�=1=I II--11I�11I=——�I II-- dS 3/4 t 1 11 1 —- Basement I I �- tH+ ��,��•'".�, t , ' _ _ --_II_—=—II-�--II II I---—I I_—=III II 1.II I1�,�—,I—II .I--III—II-.�.�.'.__I_,II.,.—�—.-.-.µI-I..-.--_,►�.,_;.=—_..._-,.,—_�._,_��__I._I-..�.-...�—�t!.,_-I..�II_,.--.I__III=___--_;N—_.�I�_——I�I 1I_.—11�I1I,!h�.,,.'^d-I'—1,,-�l!.;��.�.,:�I I.�.,��_--I I1,-.:..-,(I-I1I.-:.mo_—.�1 I-�--.,I_III�E-�;-,:•t,,L-- ;,.II I..'.�II1I�,•--..-.�I.,�__1iiSt— I �=---1#---..-.�f.1:-.�.I-��-`i_!.�,I�._=—_..Y>I• -_--C_—--+-1�I-.;--��I1�---I 1----_I—1►_� -----I�"�-_:----.-I-..'_�-.1��'_.�_�.--,,-�--.I-1_.•-..;_—_�.---.=_,:_�"-._�.--.r.-_,----;--l�497I-- --'- - - �aI}j-IL,II: L1 I .I-------� I - -I ��f�,-�-rI1 I�;-�-e«�'�I I11-��-jP;:.�•'_= y zIRI ;IItl1I�- �I- .I .1,o_1I.=�.--�1IJI n�►,I"-�II I-" =- - rY ,1w 1�^ :I .I'. :II,I I T.O. .r1.O=— .�. Footing o --oaI _—=rtj< .}i�" n.B.O. Footin,g 1 I`1�"II1 -I � I - West Elevation TYP. ROOFING - EPDM 3/16" = 1 -0" ROOFING OVER TAPERED SCUPPER SCUPPERS INSULATION SLOPED TOa) DRAINS. PROVIDE SCUPPERS ASSHOWN � t �n,ri�•tI.'.1 -.-� .: em -=-- ` ;.' - ---�=��1.-:.d11I .I I - ou�_N•a II I _IIj',I,I , _O TYPlC L S(DING T�G CEDAR Nn� _l_ —I +� V.N,Vl rOVE TYVEK. STAINED BLACK TYPICAL SIDINGT#G CEDAR UOVER TYVEK STAINED WHlTE Z TYP. ROOFINGEPDM ROOFING OVE R -RED LJ OTAP INSULATION SLOPED TO DRAINS PROVIDE SCUPPERS A5 SHOWN. M APPROXIMATE GRADE ' ill TEEM u _ TYP. ROOFING EPDM Z T wROOFING OVER TAPERED INSULATION SLOPED TO DANS. PROVIDE SCUPPERS AS SHOWN. I 5CUPPER SCUPPER G CEDARTYPICALSIDING - TA ; OVER TYVEK. STAI NED BLACK O TYPICAL SIDING TAG CEDAR OVER TYVEK. STAINED NATURAL IDING - TAG CEDAR TYPICAL S OVER TYVEK. STAINED WHITE SCUPPERS TYP. ROOFING EPDM ROOFING OVER TAPERED 7-7 INSULATION SLOPED T f DRAINS PROVIDE SCUPPERS A5 SHOWN. Uj APPROXIMATE GRADE DATE: 6-2-18 DRAWN BY Author SCALE: 3/lb. 1.Or - TITLE — —r1 - � �I ! I 1 I � l 1 Elevations SHEET NUMBER-� — Northeast Elevation � I - T/O Fo I . I TYP. ROOFING - EPDM / ROOFING OVER TAPERED Building Hei 28' ht _�� N INSULATION SLOPED TO - 2" DRAINS. PROVIDE SCUPPERS TYPICAL SIDING - TAG CEDAR C AS SHOWN. � OVER TYVEK. STAINED BLACK ' i O a � - Roof Hi h PI ate H t. - - g- -_g O UPPE @�N I.r> - - Roof Low Plate Hgt. A� { _ _ '- • i Q TYPICAL SIDING - TAG CEDAR � �'' s s• s s I r � ' , r, OVER.TYVEK. STAINED NATURAL W _... O 3 S' 44 / — 5 8: k j W I S �1� W M { 1 , 'f _ }{ C i N 1 I O TYPICAL SIDING - TAG CEDAR = t � OVER TYVEK. STAINED WHITE , TYP. ROOFING - EPDM - I ---- - i and Floor m # Sec OOFING OVER TAPERED , { R R �o Q � a T/o First Floor Plate INSULATION SLOPED TO Z O Lo u»nx�s,t,w+r-„�•n s.a«:s++* z .w. �.- ss:��r.:aa vx�,,.:X w+.�.-:,sea.ttzYax N �. u __._...._, ./ --------- --- ----- - 10' - 9 1%4" DKAIN5. 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RO'"IriNG - EPDM �ROOFING OVER TAPERED p N SLOPED TOINSULATI I DRAINS. PROVIDE SCUPPERS AS 5H0vN.TYPICAL "DING - TG CEDAR OVER " K. STAINED WHITE tItAPPROXIMATE GRADE TYP. ROOFING - EPDM ROOFING OVER TAPERED 1I 1. WINSULATION SLOPED TO DANS. PROVIDE SCUPPERS oAS SHOWN. - �SJ TYPICAL SIDING TAG CEDAR OVER TYVEK. STAINED BLACK South Elevation TYPICAL SIDING TAG CEDAR OVER TYEK. STAINED NATURAL TYP O OVER TVE . STAINED WHITE EPDMTYP. ROOFING R00FING OVER TAPERED INSULATION SLOPED TO DRAINS PROVIDE SCUPPERS AS SHOWN. tILU APPROXIMATE GRADEDATE: 6 2 1 DRAWN BY Author SCALE: 3/16"= 1 TITLE ElevationsT � 4 � I `• - - _ I III-III-`III I I .I III III II� EPDM ROOFING SYSTEM \ 3/4'CDX PLYWOOD SHEATHING \ ) (BLOCKING @ ALL PLYWD SEAMS) \ C a) ALUMINUM CAP FLASHING OVER � 2 R 13 H.D.CLOSED CELL FOAM @ ROOF FELT OVER(2)25c 6'CURB SHEATHING AND RIM BOARD.(PM •E WITH CANT STRIP(TYPICAL) `� ', a'Building- 2" Height _ I rC) Q to _ -, .. 11 EXTERIOR SIDING AS SPECIFIED k L r RAFTER A5 NOTED R,\ / I I >_ a) - ON ELEVATIONS W/T1WEK HOUSE N P N5 Roof Hi h Plate H t. I „r: a) ^ O \ ON FRAMING G LA _ �_ - O M� ' WRAP OR EQUALA ` RIM BOARD TO MATCH `�-' 23' - 2° � Buildin Hei ht R R DEP'TH ,_... '_._. -- - g----g- - -- U �28' - 211 I .1_ "Al � Roof Low Plate H t. 20' - 2" - --- g- -- - - w �- R-38 MINERAL WOOL IN5UL.Wl V.B., i --# _ - '- �. �.I -- ~ 0 O EXTERIOR SHEATHINGDRYWALL U.O.N. 1. = t ZLO n CAULKED TO TOP PLATE -L �' I - ' __ - - - - - - - - I/2"GYPSUM BOARD FNISH.WATER t - 9 , , 1 i U RESISTANT BATHROOMS U.O,N, 0 SO 2'R 13 H.D.CLOSED CELL FOAM W/ I a i _-i � L� III0.--- - - - - -. ; . I .I 1�� , t.i,� I , '., ,"� �I , I ��%,� , : ,I, U , I I I — < O Q - �: 1. I : I> 3 1/2 R-15 MINERAL WOOL INSUL.W/ M1 Ii . ,:11 T ■I 1. . _ V.B.,U.o.N. _ �' Second Floor ' L - ' -- 112'GYPSUM BOARD FINISH.WATER U O T/o First Plate N - o _-_ -- ._-..-.-... _. . _ -._ _.__-__ RE515TANT @ BATHROOMS U.O.N. - M J 1 11 CO 11 _F ' - i LO N SECOND FLOOR 10 - 9 1/4 - -- - DETAIL - Callout 1 T/ r PIr. _— -, �' 3 o Garage e ate I Roof Hlnh Plate Hgt__ - ��- 1 -0 _ _ _ ��_ SECOND FLOORS 211 ®i 23 - 2 ;• j - s 2'x 6"WOOD STUDS @ I G"O.C.W/ I/2-GYPSUM BOARD WALL FINISH,WATER " *' r 3 - _ DBLE TOP PLATE 4 SINGLE BTM PLATE RESISTANT @ BATHROOMS U.O.N. a; 9 1 to A-6 b a ! — — ---- —v-- . pi� 1 -- --- ------ -- ---- % . EXTERIOR 51DING AS SPECIFIED .. FIN15H FLOORING 4 BASE MOLDING - - - - i TO SELECT OR AS SPECIFIED ON PLANS -- - -- - - - ON ELEVATIONS W/TYVEK "I ,? HOUSE WRAP OR EQUAL :_ / r I - -'1 _ 3/4'T�G'CDX'PLYWD.5UBFLOOR4 Roof Low Plate Hgt__ / GLUED 4 SCREWED First Floor _ = - ___ AL_ '__'_.___ �Yl�� iT 11 N �� v1".1� `ti+� 20 - 2 / / 2"R-13 HIGH DENSITY CLOSED CELL _ .-- -- --- - - - - - :_: r` ? / 5PF AT RIM/SILL 1 /0 Foundation —_ I /� _ — I 11 THING - EXTE 0 SHEA RI R 1 /4 _ v� , 53 I t 1,' I^ I I , Q — � -I I I.,I f., CAULKED TO SOLE PLATE -mow` �° U jI �" J r. i s Q �— —EE PLA NS/ ISTS 5 w FLOOR JO .a- In —I �I :T-`�l�I 1 I �� - i3asement — N -- - -- - - _ I d II I 11 : vi/ .. — Q — — — - - 8 23/4� I I �+ I - - - _ - -- _ -- A TO MATCH F.J. DEPTH . , I_Ij I- CAULKALL SHEATHING RIM BO RD I - - - --__. _ __- SEAMS(TYPICAL) �� T.O. Footing =�_ � - - - - -- - I I I I I I— I I— I I 43' 6 3/4 — — . _i_ I -..�.�:: _ _ •-.- I — � .I I +', :I ,`' : _ — I _ _ SECOND FLOOR EXTERIOR SHEATHING 4 DRYWALL �__ - ( I :' I. I = I 11 !;= 1I - ? --=I I :• -I' I-=)`I''I`, 1 .I I, - 1 I I I ,,- _i,. I _ h' . I--f ) I I I I I I I- I- g.0. Footing J -� _ -� — - - — CAULKED TO TOP PLATE \ I/2'GYPSUM BOARD FINISH.WATER _ I_ " + F,I I I a - ��..___ I I LL I � . .. II �_.=_._j f_ .� -)�.. _ �. " _ I f = `,-- 10 6 3/4 — E --�{ _ _ — — , — I—I i�-I 11 l�> l i I I I 1 1 I I �, I I I I I RESISTANT @BATHROOMS U.O.N. i - III - ( I 1 - . —I I= I I II I II— o I I —I I =I I iI I— I= III II! I I I I I I I I G!I= — ' '� (2)2"x G'TOP PLATE(TT.) I I � I. . 2'R-13 H.D.CLOSED CELL FOAM W/ Section A -0 "I :�? 3 1/2'R 15 MINERAL WOOL INSUL.W �3/16" = 1'-0" r�, V.B., U.O.N. U N �- 3/4'CDX PLYWOOD SHEATHING I!2'GYPSUM BOARD WALL FINISH.WATER C ^` (BLOCKIN':AT ALL PLYWD.SEAMS) RESISTANT @ BATHROOMS U.O,N. W a!� a' "} FIR5T FLOOR �-Building Height _ I a_ 9 .- I - 5 DETAIL- Callout 2 'J 28c _ 2 g _ - ---=-----------=---_--- cn }- Floor � �1" = 1'-0" ----------------------------- z Second- - -� __ _- - -- -- Z _ _ Lj�tl�2' 0" ' - FIP5T FLOOR _Roof High Plate Hgt. - _ _ _ - 1; I __ I f I Z c� - --- - --- ------------ _ _ --- - N 2'x G V'0C" '�TUD5 I G"O.C.W/ `�i 23' - 2" __.. - - -- 1 � 1: ? y � $ - U t� U @ 2 R 13 N.D.CLOSED CELL FOAM W/ eyi _. — - -- — � . i .m _T/o First Floor Plate - DBL� ;'PLATE 4 SINGLE BTM 3 112 K-15 MINERAL WOOL IN5UL.W/ - Roof Low Plate Hgt. -- "" . - ;. " ? " ' Q� W ,� � r PLATE °` 10' 91/4"-- -7 v.B.,u.o.N. 20�_2�� _ I '�P � M �� , - ,J _ +- /- FINISH FLOORING 4 BASE MOLDING - 11 " g '' � , . '` 1' I O -i- 5 . A 6 i TO SELECT OR AS 5PECIFED ON PLANS V &I ;; I T v I" I- -.__ 3: EXTERIOR SIDING AS SPECIFIED X�- 3/4'T$G'CDX'PLYWD.SUBFLOOR -- 1. il . - ; :, " {-_� 0 ON ELEVATIONS W/TYVEK % GLUED 4 SCREWED y ,_ - '`t , a > ¢ - '_ --�,,� --------- / I .., - --- — O - - - - t0U5EWRAPOREQUAL ,�-- K 13 HIGH DENSITY CLOSED CELL - �- - - - " E,�L- -' ;I{ F,_-�,F _.�, ,.-__ I co4 tl .ys_ .I 1 ,, - /i SPF AT RIM/SILL Second Floor _ __ -_-__ _ EXTERIORSHEATHING _�_ 1 J 12' - &' I 1 10 --- --- T/o Garage Plate -- C,AULKEDTOSOLE PLATE ; _ � , " T/o First Floor Plate� _.__- -- - - - -- 8 ---- _ - -'-- -'-_ ,� V7 ' -2" � Q% 10' - 9 11411 I -- j I I - --------------- / ; FLOORJOIST5-SEE PLANS i I T/o Gara a Plate -{ ______________ ---g_ / - - .. - - L N OVERr.- , L W00 I SUL.R-30 MINERAL I� 11 8 - 2 1� / UNCONDITIONED SPACES `vim nl =::'____.____.___ � - M - . I - Ej�'Lr,I ! ------.------- r MATCHF.J. EPTH - - 1 RIM BOARD TO M T F. . ao . ao �: _ - - - - -- M ;_ " W I' 11' w EXTE o SHEATHINGS_ ■ 11 First Floor _ - LLJ - - -- - __ :7__-___'________._ __- ----- -- ---- __ t v RI R I (2)2 x G TREATED SILL PLATES ___ - - CAULKED TO SILL PLATE 0 _..._-__- -- - - -- -__ FIR5T FLOOR m _..-.__ - - --- --- - - - ;_ 2 #5 REBAR CONTINUOUS 1.- ( } T/ Foundation _ _ f:O _ b - - • I, I —— 7 OVER 3 OZ. _SILL SEAL 0 _R N TION P F U DA MTOOFO I 3 F 1 d, RO 1 J 6 - 4 P TERMITE SHI ELD 1 53 COPPER T RM ao T H00 ANCH OR BOL 5 1 1 5 8 KED Basement ' I I_-__. 1. �� 4 'O.C.-MIN.T EMBEDMENT Base - t=t } C e 1 11 G °d ■ m {'"�i..---. 1 d v•. 8 -2 3/4 - TIC � I=1 1- ', E W 3 SQUARE I I I—I ° INTO CONCRET / - ` T - _ j z WASHERS 4 END NUT; 15 T.O. Footing � —_ - __ — z-I w a I _I �f 1 M U FOU D. 1 it I —I NT FO C. N E MBEDME R - APPROXIMATE GRADE1. $ 6 3I4 I I }- - ---i i=--1 --- _ a ;: °- 4• : \ 4 FILL TOP 2 COURSES SOUD.(fYP.) , B.O. Footin - i+ �( I I I I I, I ( I� "..`,, Trr _'..` .`—.,,_I- t; - _—_— _—_ _ I. #4 HORIZONTAL REBAR @ 18"O.C. �� I _ ,I - -` �-10 — 6 3/4 1=1 i — I I I �I _ I I I I I I I I =I I I I I —�-- I I I ► I I = I I— I I I ICI I— I—III—I I = I —I - -POURED CONCRETE FOUNDATION= 3•;-_d' • " #5 VERT. REBAR @ 18 O.C.FROM FTG./ _ 1= I, _ I I - d GRADE BM.ALTERNATE HOOK FTG. , 1 , a ( : I I NI T I i; I I W o . ?I I I I I��-- I-�- I , WALL @STATED DIMENSIOIJ(TYP.) RA C�3 I I I I III I I I a I i III I I ( I I I li I I I I I I I I I I -__------ ---- ----- -- -_- _ _ _-_- 10 CELLAR/BASEMENT =_--_- __ -___=_-----_=__- - - - � DETAIL- Callou_t 3 4 Section B y r -} I I—III—I I I—III—I I - a CELLAR/BASEMENT First Floor I � =1 I (— I 1 I = — ° ° I d __&_ - 7 -- -- POURED CONCRETE- ^' '•" #5 VERTICAL REBAR @ 18"O.C. co FOUNDATION WALL-III _ �! �iE FROM FTG./GRADE BEAM. ALTERNATE `; @STATED DIMENSION (TYP. - -' HOOK @ FTG. . - -I I 1 1 I 1-1 I I . � #4 HORIZONTAL REBAR @ 18'O.C. z ASPHALTIC MASTIC DAMP- I ,I O T/O Fou_nd_ation __ ;- FIR5T FLOOR -} "'� I PROOFING TO DCTERIOR(TYP.)- S -1' - 5 3/4" i .� - - =I - -,I'-. POURED CONCRETE CONT.GRADE BEAM 2'k 6'WOOD STUDS @ 16'O.C.W/ - - / 2"R-13 H.D. CL05ED CELL FOAM WI CL U I. A 6 - _ _ _ -" FOOTING @ STATED DIM.W/2"x 4"FORMED DBLE TOP PLATE 4,�INGLPBTM PLATE 3 1/2'R 15 MINERAL WOOL INSUL.W/ ° �° ' d KEYWAY Wl(4)#5 REBAR CONT. -3"MIN. Ir1 V.B., U.O.N. _---_ - EXTERIORS ,NG PS SPECIFIED - - I -- -I ''Al `. = FROM BTM OF FTG. 4(3)#5 REBA .CONT. - ON ELEVKI1UN6 W/TYJEK HOUSE - FINISH FLOORING 4 BASE MOLDING - b` 3"MIN. FROM TOP OF FTG. (SEE PILE PLAN) WRAP OR EQUAL / TO SELECT OR AS SPECIFIED ON PLANS II °10�g - 314'T4G'CDX'PLYWD,SUBFLOOR - TYPICAL FLOOR SLAB CONSTRUCTION I,. i / GLUED 4 SCREWED 4:° - -- I _a °- CELLAR - = 4'POURED CONC. FLOOR SLAB W/ G ' - = I I I 1 I III I I I , I - I GxG 4/4 W.W.M.ON :: I j /�/� R 13 HIGH DENSITY CLOSED CELL -I I I- - '. (2)#5 REBAR CONTINUOUS- �- G MIL POLY VAPOR BARRIER ON DCTETOR OL EATHI VG CAULKED --� -r' j { t/ 5PF AT RIM/SILL b 4 -) I I I I -- _ 3"FROM TOP OP FOOTING= I •:,I_ / 4'MIN. COMPACTED GRAVEL, (TYP.) TO SOLE AND SILL PLATES _ _ - -IIIIII—III— 1 " ;: —�- - - _ '� I , • .• ' d SILL SEAL OVER 3 OZ. = =4 a - - I - _ - °_ _ COPPERTrRIgITE SHIELD 00 I, A ) FLOOR JOISTS-SEE PLANS w - -I -- I - �d, - I - I _ .a°a d° , _ - I _ - '.I / R-30 MINERAL WOOL INSUL.OVER "' . 1 � - ° - I—III-III—I m 2 - °v UNCONDITIONED SPACES N _I- ( - 7 P -' ,, a ,°' d ■ APPROXIMATE GRADE MIN.CVR.,: h\ „ RIM BOARD TO MATCH F.J. DEPTH <=).e - (3}#5 REBAR-3 MIN, FROM TOP OF FTG. _ -- -------- --_ -_- - n __ d A-6 - $ d I I I—1 I I I III III 111 I I- �; _ %-r" III —I I I-- I- , . - I I -. - • - `, �.: °.ti i I-#3 @ I8"O.C.STIRRUPS �- - I I d _ -_--_ _ . Basement-- ' __ — ' a 1=11=1 — _ I _ (2) 2k 4 TREATED SILL PLATES - I I :•I'I a ° IEEE PROVIDE COPPER FLASHING!TERMITE DATE: b-2-18 �-- — N '- a d • a •a - I — — I I . - . �7� -$' _ 2 3/,4'i ��l I-_ I I I I - SHIELD WHERE FRAMING ABl1T5 CONC. DRAWN BY: Author _ II .•°, :I A� 5!8 HOOKED ANCHOR BOLTS @ _ CENTERLINE OF PILES,GRADE BEAM _ I-� 1 -�•�' =�-� - .- -- -- -_ I I ' ll SCALE: As indicated I�/[�,�_TQ.O. Footin = I ' -- '" "- 1 _-' _ _ :. 9' `. ..I1. °,• AND FOUNDATION WALL ] I t,- -�) 42'O.C.-MIN.T EMBEDMENT - -8' — 6 3/4" __ _ _ — —_ —_ a ° °, o . , - _ _ _ I— I I I—I I I I I — -_�Ia �Y, , -1 -I I -- I -° < • I I - I- - --- -`• - - I- -I - - I ,. '_•�� INTO CONCRETE W13 SQUARE TITLE -I U-I ' : " I � - _ - IV I -g ; i _ I I I I I-III I - -- -- I - WASHERS 4END NUT, 15- , .• ' ° - - I-- -- _(4)#5 REBAR-3"MIN, FROM BTM OF FTG. _ J'.PI ° \\ EMBEDMENT FORC.M.0 FOUND. - I -I _ ° - I II I - _ I - —! III I-I I ° ., 4 FILL TOP 2 COURSES SOLID.(TYP.) $eCtIOC1S I I - I- I��I. i + -- 101.� \�- #4 REBARHORIZ.CONTINUOUS B.O. Footin -- I I_ll =, ` - - - _ _ ! I I I I I- ,_ _ t — '--I 1 — I = I I —I - _ WALLDSTOATED DIMEN5ON 9I `P.) 10 6 3/4 I -- I Ah - I - - - I-�- II = I dSHEET NUMBER II � _ II-- - I=�� ) - = IIT ! I I I CELLAR/BASEMENT A- 6 2 T ical Section 7 DET_AIL—Callout 4 DETAIL��Callout 7 1/21' = 1'-011 1" = 1'-0" 1 1 -0 � ' OS20 COIL STRAP ON EACH STUD (UPLIFT CONNECTOR-TYPICAL)WITH c 12"MINIMUM BEARING ON STUDS JOISTS AS PER PLANS MTS30-UPLIFT CONNECTOR C (TYPICAL)(12"MIN.BEARING ON STUDS)(12" if STUDWALLABOVE HDU5(SHEAR CONNECTOR)WITH SIB" MIN.BEARING ON RAFTERS) DESIGN LENGTH DIA.THREADED ROD THROUGH BOTTOM PLATE THROUGH TOP NOTE: ALL STRAPPING TO BE INSTALLED 16"O.C. UNLESS OTHERWISE NOTED SHEATHING AS PART OF SHEARWALL SEGMENT PLATES OF FIRST FLOOR AND CONNECTED TO SECOND HDU5 00 (S.Vl WHERE NOTED ON FLOOR PLAN SHALL BE 1-1/4"x20 GAUGE STEEL COILED STRAP CONTINUOUS FROM SILL TO TOP PLATE OR DOUBLESTUD Y/1 A CONTINUOUSLY CONNECTED PATH MUSH BE ADEQUATELY BLOCKED AT JOISTS 8d COMMON BEARING ON STUDS) r] PROVIDED FROM THE STUD TO THE GIRDER NAILS Q 6"O.C.EDGE AND FIELD. IRED AT ALL FO 1 HOLD DOWNS REQU OF STRUCTURE UNLESS OTHERWISE NOTED.SEE CONNECTOR)ALL STRAPPING TO BE CONNECTORS C?12"O.C.MAX.(SHEAR 41 UPLIFT CONNECTOR(TYPICAL) A35F MIN.18 GAUGE PLATE _0 ALL STRAPPING TO BE INSTALLED 16"O.C. 4 CONSTRUCTION DETAIL 01 FROM"SIMPSON STRONG TIE CONNECTORS" Lij MTS30 ALL STRAP STOCK NUMBERS SHOWN ARE INSTALLED 16"O.C.UNLESS 00 OTHERWISE NOTED 0 SOLID BLOCKING #CS20 1-1/4"X 20 GAUGE STEEL COILED STRAP ..---PLYWOOD SHEAATHING WITH 8d COMMON NAILS A CONTINUOUSLY CONNECTED PATH WRAPPED UNDER SILL AND OVER STUD WITH C) MUST BE PROVIDED FROM THE STUD 12"MIN.STUDS BEARING TO THE GIRDER BELOW. cz Z U EDGE ONE H2.5a S-RAP EACH SIDE OF JOIST < OF STRAPS AS MFG'D.BY SIMPSON WITH(3)8d COMMON NAILS @ EACH END ALL STRAP STOCK NUMBERS SHOWN (UPLIFT C HOLD DOWN ARE FROM"SIMPSON STRONG TIE SIMPSON STRONG TIE I AT 8'-O"O.C.MAXIMUM 2"X FLOOP JOISTS CONNECTORS" PLATE.ANCHOR BOLTS SHALL HAVE A MIN. C:> EMBEDMENT OF 7" 0 ' TYPICAL SECOND FLOOR TO EXISTING FIRST FLOOR TYPICAL WALL CONNECTIONS JOIST BRIDGING AT 8 SHEARWALL SEGMENT DETAIL OFFSET WALL AND FLOOR DETAIL TIE DOWN METHOD r1000 NOT TO SCALE O.C. MAXIMUM TO SCALE NOT TO SCAI E REQUIRED WITH EXCEPTION OF COIL STRAP) NOT TO SCALE TOP PLATE TOP PLATE SPLICE LENGTH SPLICE LENGTH LO WIND SPEED BLOCKING Q 48"O.C.MAX IN FIRST TWO _Hff_1d_Hf_-—0-NIT LATERAL— CEILING JOISTS FRAMING SPAC ES AT EACH END FRAMING LOAD S FLOOR FRAMING 116"O.C. A35F MIN.18 GAUGE PLATE CONNECTORS @ 12" 12' O.C.MAX.(SHEAR CONNECTOR) 317 T GABLE END RIM 360— OS20 COIL STRAP-UPLIFT CONNECTOR ON EACH — STUD WITH 12"MINIMUM BEARING ON EACH STUD JOIST k ALL STRAPPING TO BE INSTALLED 16"O.C. UNLESS OTHERWISE NOTED 6d COOLER NAIL& EACH WALL STUD SHALL BE CONNECTED TO GYPSUM BOARD END WALL. YOF -,: - THE GIRDER BELOW WITH BY ANY OF THE 1.TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR FRAMING NOT LOCATED WITHIN T-I , --r-" I I STRAPS SHOWN ABOVE.A CONTINUOUSLY < CEILING JOIST BAYS LU CORNERS FOR BUILDINGS LESS THAN W-10"IN WIDTH W,OR WITHIN CONNECTED PATH MUST BE PROVIDED FROM yf WHO OF CORNERS FOR BUILDINGS GREATER THAN 36 2"X BLOCKING AT LAST TWO (10)8d NAILS 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL TO DETERMINE CONNECTION A CONTINUOUSLY CONNECTED PATH MUST BE MTS12(UPLIFT)CONNECTOR THE STUD TO THE GIRDER BELOW. TYPICAL AT EACH LAPPED L FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE TABLEBELOW REQUIREMENTS,MULTIPLY THE TABULATED UNIT LATERA 2"X 4"BLOCK NAILED TO EACH BRACE PROVIDED FROM THE STUD TO THE GIRDER BELOW. JOIST) WITH(4)10d NAILS —T 2"X BLOCKING FULL CORRESPONDING TO THE SPACING OF THE CONNECTION. DEPTH OF JOIST jt ENDWALL STUDS I[CON-NE—C-T Ib 19_1 24_____ ALL STRAP STOCK NUMBERS SHOWN ARE FROM ALL STRAP STOCK NUMBERS SHOWN ARE 5d COOLER NAILS T'O.C.INTO BLOCKING _UDS AC "SIMPSON STRONG TIE CONNECTORS" FROM"SIMPSON STRONG TIE CONNECTORS" 1-1/4"X 20 GAUGE STEEL COILED STRAP#CS20 AS 5/8"MIN.T&G PLYWOOD FLOOR munpuiEk 1.6093-1. 2.00 Il BY SIMPSON WITH MIN.12"BEARING ON SHEATHING GLUED AND SCREWED WITH L——————— I STUDS WITH 0 0)8d NAILS STAGGEREDJOINTS 3,TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0".FOR MEAN ROOF HEIGHTS OF 15--T OR LESS,THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. 4.MEN CALCULATING LATERAL LOADS FOR ENDS OF HEAD ERSIGIRDERS,MULTIPLY THE TABULATED UNIT LATERAL LOAD BY V2 OFTHE HEADER GIRDER SPAN(FT.) TYPICAL CONNECTION DETAILS AT FLOOR JOIST LAPPED CEILING AND FLOOR OVER BEAM DETAIL CEILING BRACING AT GABLE END-WALLS WALLS TOP PLATE SPLICING DETAIL ------ SECOND FLOOR LEVE_L____________ =�.-_ ------ BRACING AT END OT NOl TO SCALE NOT TO SCALE NOT TO SCALE 0 Lo 11�bfTO SCAI E CN o,, ROOF FRAMING OS20 COIL STRAP(UPLIFT CONNECTOR TYPICAL AT DOUBLE TOP PLATE MT 30 9 EACH PORCH ROOF RAFTER AS Il C3 _0 BY SIMPSON Le) MIN.BEARING ON STUDS ALL STRAPPING TO BE INSTALLED 116"O.C.UNLESS ONE H2.5a STRAP EACH SIDE OF JOIST WITH(3)8d U3 TOP PLATES U3 OTHERWISE NOTED.A CONTINUOUS CONNECTED COMMON NAILS C EACH END OF STRAP AS -7 S7 BE PROVIDED FROM MF GIRDER BELOW.ALL STRAP STOCK NUMBERS 0 SHOWN ARE FROMS',,:,SON STRONG TIE BORED HOLE MAX. ,,-STUD ROCF/CEILING BEAM SEE PLAN FOR SIZE AND Uj 0 NO NOTCHES _l_ CONNECTORS" D DIAMETER 40 PERCL, OF HE TYPE T TYPICAL AT I/ AC4 STRAP AS MFG'D.BY SIMPSON EACH SIDE OF 'z_____ Mi UPLIFT I --,—CS20 COIL STRAP(UPI F. CONNECTOR V) CONNECTOR AT EACH POST AND BEAM I RAFTER AND STUD ALL HEADER TO JACK ;ONNECTIONS)12"MIN. 5/8 IN.MIN.TO EDGE BEARING ON STUDS ALL STRAPPING TO BE INSTALLED ll FLOOR JOIST CENTER CUTS 5/8 IN.MIN.TO EDGE (TYPICAL) CS20 COIL STRAP(UP;.4-7 CONNECTOR-TYPICAL AT UNLESS OTHERWISE NOTED K G _/I � /I/ PROVIDE SNOW FENCE AND BALES OF HAY ALL (y) ALL STUD TO BOTTOMPLATE AND RIM JOIST AROUND TREES. S�IUD CONNECTIONS)12"MIN BEARING ON STUDS TREATED ACQ WOOD POST.SEE FLOOR PLAN FOR SIZE AND TYPE D14 MAX NOTCH MUST NOT EXCEED 25 CONNECTOR PERCENT OF STUD DEPTH REQUIRED -.-roR)WITH 518"DIA. ID ABU44 GALVANIZED STEEL POST SADDLED AS IF HOLE IS BETWEEN 40 PERCENT AND 60 ID �ERCENT OF STUD DEPTH,THEN STUD WITH"SIMPSON"ET(HIVA STRENGTH EPDXY MUST BE DOUBLE AND NO MORE THAT TWO ADHESIVE)ANDFOR TIMP.-S O-F TO 40-F USE SUCCESSIVE STUDS ARE DOUBLED AND SO BORED (Typ �sjmPSON"AT(HIGH SRENGTH ACRYLIC ADHESIVE) EXISTING GRADE BORED HOLE SHALL ICAL AT CORNERS OF BUILDING,AT ENDS OF NOT BE LOCATED IN THE SAME SHEAR WALLS,AND EACH SIDE OF SIDE DOOR OR D/4 MAX. CROSS SECTION OF CUT OR POURED CONCRETE PORCH.SEE FOUNDATION FLOOR JOIST END CUTS NOTCH IN STUD WINDOW OPENINGS OF 6'-0"WIDTH OR MORE) PLAN -J NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR 1 FRAMING AND UPLIFT ------- MAX. D FROM CONNECTION FOR WINDOW AND DOOR OPENING PORCH ROOF STAPPING DETAIL TREE PROTECTION DETAIL WALLS AND BEARING WALLS ,SUPPORT NOT TO SCALE NOT TO SCALE NOT TO SCALE INDOW HEADER FASTENING ID ALL STRAPPING TO BE INSTALLED 16"O.C. SCHEDULE LU ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENINGS (IN ACCORDANCE WTH WOOD FRAME CONSTRUCTION MANUAL 2001 A CONTINUOUSLY CONNECTED PATH MUST D/3 MAX. BE PROVIDED FROM THE STUD TO THE GIRDER BELOW. TOPPLATES NOTATION RAFTER/CEILING JOISTS(R802.7.1) CS20 COIL STRAP(UPLIFT CONNECTOR ROUGH OPENINGS —------ CONNECTIONS)IZ'MIN.BEARING ON STUDS 4'.0' 4* 2 DIAMETER 60 PERCENT OF MTS30 UPLIFT CONNECTOR(TYPICAL) CONCRETE WITH"SIMPSON"ET(HIGH STUD DEPTH THREADED ROD EMBEDDED 12-1/2"INTO STRENGTH EPDXY ADHESIVE)AND FOR TEIl (4D CS20 COIL STRAP(UPLIFT CONNECTOR )I I HDU5 K OR 3 1 3 13 ACRYLIC ADHESIVE)(TYPICAL AT CORNERS OF TYPICAL AT ALL HEADER TO JAC CONNECTIONS)12"MIN.BEARING NOTCH MUST NOT EXCEED 40 PERCENT OF STUD DEPTH NOTATION A.NUMBER OF 8d NAILS @EACH END OF STRAPPINGS(TABLE HDU5(UPLIFT CONNECTOR)WITH 518'DIA. NUMBER Ol STUDS-ON FLAT(DOES NOT APPLY TO PRE ERVATIV -TREATED BARRIER NOTE:Z IS MEASURED AS A THREADED ROD EMBEDDED 12-1/2 DOORS)(I HORIZONTAL PROJECTION ON THE C-NkAMER OF FULL HEIGHT KJNG STUDS 0 EACH SIDE OF BUILDING ROOF AND WALLS. CONCRETE WITH"SIMPSON"ET(HIGH HEADER(i 3.23C PAGE 193 BORED HOLES SHALL NOT BE ae kING STUD TO END OF HEADER 0 EACH SIDE(TABLE 3.7, 61 STRENGTH EPDXY ADHESIVE)AND FOR TEI D-NUK46ER OF 16d NAdLS,'END-NAILED THROUGH ADJACENT PIPE OR CONDUIT SECTION OF CUT OR NOTCH IN S1 O*F TO 40'F USE"SIMPSON"AT(HIGH SRENGTH ACRYLIC ADHESIVE)(TYPICAL AT CORNIERS OF E.NUMBER OF JACK STUDS 0 EACH END OF HEADERS LOCATED IN THE SAME CROSS (TABLES 312F,PAGE 191)ASSUME DOUBLE HEADER BUILDING AND AT ENDS OF SHEAR WALLE) F-NUMBER OF 16d INAM.8 END-NAILED THROUGH ADJACENT 2 IN.MIN.FROM TOP JACK STUDS TO END OF SILl 0 EACH SIDE(DOES NOT AND BOTTOM OF JOIST APPLY TO DOORS)(TABLES 3.8,PAGES 157)&i 6A. D(ACTUAL DEPTH) PAGE 316) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR WINDOW AND DOOR OPENING CONNECTION TYPES HOLD DOWN DETAIL WALLS AND NONBEARING WALLS CUTTING NOTCHING AND DRILLING NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE LU ITHREESECOND DUAL SLOP ROOF ABU44 POST BASE 47.7- --NO STRAPPING REQUIRED WHEN ASSEMBLY COLLAR TIES ARE 16"O.C. Al DATE 6-2l8 ONE 3 WASHER SUPPLIED WITH ASSEMBLYDRAWN BY: Author DOWN BETWEEN RIDGE AND 7iL SCALE: l/4'= l'-J. CEILINF JOISTS(MAIXIMUM CONCRETE SUPPORT PIER ��NE 5 HEIGHT ABOVE ATTIC FLOOR NOT IMBEDDED IN POURED 79 0 NE 3 OVERHANG TO EXCEED 4'-51 TITLE < EMPSON STRONG-TIE IN 1, THE DIMENSION,Z,IS MEASURED As 10%OF THE MINIMUM BUILDING DIMENSION, CCQ-SDS2.5 VERIFY WITH POST AND A POURED CONCRETE PIER SIMPSON STRONG-TIE AC WITH HTS INSTALLED TO JOIST. BEAM SlZE SIMPSON STRONG-TIE SIMPSON STRONG-TIE BUT NOT LESS THAN 3 FEET. INSTALL HVS ON BACK SIDE OF BEAM.VERIFY WITH BEAM CBSQ!-SDS2.VERIFY WITH POST SIZE LUS-VERIFY WITH JOIST SIZE 2. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B Details I AND POST SIZES -fYPICAL2NQFLQ_0RDECK TYPICAL JOIST HANGER EC-Ni�E-dT—ioN COLUMN CAP TYPICAL COLUMN BASE CONNECTION TYPICAL JOIST HANGER WITH A MEAN ROOF HEIGHT OF 33 FEET.FOR BUILDINGS LOCATED IN OTHER EXPOSURES,THE TABULATED VALUES SHALL BE MULTIPLIED BY THE APPROPRIATE ADJUSTMENT FACTOR IN TABLE 1.1 SHEET NUMBER ROOF AND WALL SHEATHING SUCTION LOADS POST BASE DETAIL TYPICAL DECK DETAILS ROOF RIDGE DETAIL NOT TO SCALE N TO SCALE A- 7 NAILING SCHEDULE AND DETAILS FOR STRAPING MEMBERS TABLE 3.4B TABLE 3.9A c TABLE 3.1 UPLIFT STRAP CONNECTION REQUIREMENTS-EXPOSURE B(ROOF-TO-WALL,WALL-TO-WALL,AND WALL-TO-FOUNDATION) RAFTERICEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS WOOD FRAME CONSTRUCTION MANUAL-2001 EDITION NAILING SCHEDULE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) O (PRESCRIPTIVE ALTERNATIVE TO TABLE3.9) FOLLOWWINDDESIGN 110 MPH REQUIREMENTS �� NUMBER OF NUMBER OF DEAD LOAD ASSUMPTION:ROOF/CEILING ASSEMBLY DL=15 PSF JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING DEAD LOAD ASSUMPTIONS:ROOFASSSMBLY DL=1 OPSF THREE SECOND GUST WIND SPEED(mph) 85 90 100 110 120 130 140 150 ROOF LIVE LOAD GROUND SNOW LOAD WOOD NAILING REQUIREMENTS 0 0 Q ROOF FRAMING zo PSF 30 PSF 50 PSF 70 PSF SEE SCHEDULES FOR ALL NAILING REQUIREMENTS � SEE TABLE 3AA SEE TABLE 3.4A PER RAFTER SPAN NUMBER OF 8D COMMON NAILS OR 10D BOX NAILS RAFTER TO TOP PLATE(TOE-NAILED) FRAMING SPACING(IN) ROOF (FT) IN EACH END OF 1 1/4"X 20 GAbE STRAP 12.3,4 ROOF SPAN(FT) COIL STRAY NAILING REQUIREMENTS � N � SEE TABLE 3AA SEE TABLE 3AA PER JOIST 12 1 1 1 2 2 2 3 3 12 24 36 12 24 36 12 24 36 12 24 36 ALL STRAPPING TO BE 1 1/4" X 20 GAUGE STL O a) �-- O CEILING JOIST TO TOP PLATE(TOIc NAILED) �+ > m 16 1 1 1 2 2 3 3 3 RAFTER SLOPE RAFTER SPACING REQUIRED NUMBER OF 16D COMMON OR 40D "S I M PSON" EQUIVALENT - CS20 (COILED STRAP) � ~ Q O � CEILING JOIST PARALLEL RAFTER ACE NAILED SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 20 1 1 2 2 2 3 3 4 t,2,a,4,s,s 12 24 1 1 2 2 3 3 4 4 (IN!) BOX NAILS PER HEEL JOINT CONNECTION -O } • 28 1 1 2 2 3 4 4 5 3:12 12 4 7 10 4 8 12 6 11 17 8 15 22 � O 3 � CEILING JOIST LAPS OVER PARTITIONS(FACE NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 32 1 1 2 3 3 4 5 5 16 5 9 13 5 10 15 I 8 15 22 10 20 29 c 36 1 2 2 3 3 4 5 fi E N O COLLAR TIE TO RAFTER(FACE NAILED) SEE TABLE 3.BA SEE TABLE 3.6A PER TIE 19.2 6 11 16 6 12 18 9 18 27 12 24 35 CROSS SECTION END VIEW w ' = S Z to 12 1 1 2 2 2 3 3 4 24 7 13 19 8 15 23 11 22 33 15 29 44 (Lid/ r 1 16 1 1 2 2 3 3 4 4 U U ' RAFTER(TOE-NAILED) 2-8D COMMON 2-10D COMMON EACH END 4:12 12 3 5 8 3 6 9 5 9 13 6 11 17 16 24 1 2 2 3 3 4 5 6 16 4 7 10 4 8 12 6 11 17 8 15 22 v a) �O BLOCKING TO RA (T - ) 20 1 1 2 2 3 4 4 5 \ .0 U RIM BOARD TO RAFTER(END-NAILED) 2-16D COMMON 2-16D COMMON EACH END 28 1 2 2 3 4 5 5 6 19.2 4 8 12 5 9 14 7 14 20 9 18 27 \ \ 32 1 2 2 3 4 5 6 7 24 5 10 15 6 12 17 9 17 25 11 22 33 Z 0 LO 36 2 2 3 4 4 6 7 8 --- ° ° w WALL FRAMING 5:12 12 3 4 6 3 5 7 4 7 10 5 9 14 CEILING JOI T ° ° O O 12 1 1 2 2 3 3 4 4 0 0 1 1 16 1 1 2 2 3 4 4 5 16 3 6 8 3 6 9 5 9 14 6 12 18 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16D COMMON 2-16D COMMON PER FOOT 20 1 2 2 3 4 4 5 6 19.2 4 7 10 4 8 11 6 11 16 7 14 21 19.2 24 1 2 2 3 4 5 6 7 24 4 8 12 5 9 14 7 14 20 9 18 27 V 0 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D COMMON 6-16D COMMON JOINTS-EA SIDE 28 2 2 3 3 4 5 6 8 r O � Ln 32 2 2 3 4 5 6 7 8 T:12 12 3 3 5 3 4 5 3 5 8 4 7 10 STUD TO STUD(FACE-NAILED) 2-160 COMMON 2-16D COMMON 24"O.C. 36 2 2 3 4 5 7 8 9 16 3 4 6 3 5 7 4 7 10 5 9 13 12 1 2 2 3 3 4 5 5 19.2 3 5 7 3 6 8 4 8 12 5 10 15 \ 16"O.C. 24 3 6 9 4 7 10 5 10 15 7 13 19 HEADER TO HEADER(FACE NAILED) 16D COMMON 16D COMMON ALONG EDGES 16 1 2 2 3 4 5 5 6 `0 20 2 2 3 3 4 5 6 7 3:12 12 3 3 4 3 3 4 3 4 6 3 5 8 � � TOP OR BOTTOM PLATE TO STUD(END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 24 24 2 2 3 4 5 6 7 8 - - -- - - 28 2 2 3 4 5 7 8 16 3 3 5 3 4 5 3 5 8 4 7 10 N 32 2 2 3 5 6 7 9 - 19.2 3 4 6 3 4 6 3 6 9 4 8 12 -- 36 2 3 4 5 6 8 - - 24 3 5 7 3 5 8 4 8 11 5 10 15 � \ �� BOTTOM PLATE TO FLOOR JOIST,BAND JOIST 2-16D COMMON 2-16D COMMON PER FOOT / \ END JOIST OR BLOCKING(FACE MAILED) 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMTION IN TABLE 3.4 12:12 12 3 3 3 3 3 3 3 3 5 3 4 6 2 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 16 3 3 4 3 3 4 3 4 6 3 5 8 FLOOR FRAMING 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF 9 PSF 19.2 3 3 4 3 4 5 3 5 7 3 6 9 (0.60 X 15 PSF-9 PSF).IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED 24 3 4 5 3 5 6 3 6 9 4 8 11 0 JOIST TO SILL TOP PLATE OR GIRDER OE NAILED 4-8D COMMON 4-10D COMMON PER JOIST TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 MAIL AT EACH END OF THE 1I.MAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILES ARE CLINCHED FLOOR JOIST o - STRAP, 2.HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BRIDGING TO JOIST OE NAILED;) 2-8D COMMON 2-10D COMMON EACH END 4.MINIMUM ASTM A653 GRADE 33 STEEL STRAP BEARING WALL,HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. r $ WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOADBEARING WALL,THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS Q BLOCKING TO JOIST(TOE NAILED) 2-8D COMMON 2-lOD COMMON EACH END SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN \�� \ / N r' 4.EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D COMMON 4-16D COMMON EACH BLOCK TABLE 3.5A SPLICES --_------_ - _-_ - - - _ TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS EXPOSURE B 5.TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT -- - - --- -- -- LEADGER STRIP TO BEAM(FACE-NAILED) 3-16D COMMON 4-16D COMMON EACH JOIST (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.5) OF THE CEILING ASSEMBLY. \ S.TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS 3-8D COMMON 3-10D COMMON PER JOIST a OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE.WHEN CEILING JOIST ON LEDGER TO BEAM(TOE:NAILED) THREE SECOND GUST WIND SPEED(mph) 85 90 100 110 120 130 140 150 JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,NO ATTIC STORAGE IS ASSUMED,AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE BAND JOIST TO JOIST(END-NAILED) 3-16D COMMON 4-16D COMMON PER JOIST REQUIRED NUMBER OF 16D COMMON MAILS OR 40D BOX NAILS PER INCREASED BY THE FOLLOWING FACTORS: LID SPACING(IN) WALL HEIGHT(FT) STUD TO PLATE CONNECTION`�PLF) BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16D COMMON 3-16D COMMON PER FOOT 8 2 2 2 2 2 2 2 2 CEILING HEIGHT/ROOF RIDGE HEEL JOINT CONNECTION o 10 2 2 2 2 2 2 2 2 i� ��\\ HEIGHT(Hc/Hr) ADJUSTMENT FACTORS ROOF SHEATHING 12 2 2 2 2 2 2 2 2 o 12 14 2 2 2 2 2 2 2 3 T T �-_ 1/2 2 ° V _ 1/3 1.5 v� O STRUCTURAL PANELS 6D COMMON IOD COMMON SEE TABLE 3.10 16 2 2 2 2 2 2 3 3 j 1/4 1.25 iLO DIAGONAL BOARD SHEATHING 18 2 2 2 2 2 2 3 3 1/6 1.25 g" 2 8D COMMON 2-10D COMMON PER SUPPORT 20 2 2 2 2 2 3 _ 3 3 1/6 1.2 FLOOR JOI / �' 1"X6"OR 1"X 3-8D COMMON 3-10D COMMON PER SUPPORT q12 2 2 2 2 2 2 2 2 I 1/10 1.11 1"X10"OR WIDER 2 2 2 2 2 2 2 3 NOTE:LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN U?CEILING SHEATHING 16 14 2 2 2 2 2 3 3 3 RAFTSriTIES ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT,Hr,OR He IS GREATER THAN 2 FEET 16 2 2 2 2 2 3 3 4 AND MAY REQUIRE ADDITIONAL CONSIDERATION. 7 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD 18 2 2 2 2 3 4 4 20 2 2 2 2 3 3 4 4 v N U - TABLE 3.10 TYPICAL SECTION DETAILS DETAILS � �- � WALL SHEATHING 8 2 2 2 2 2 3 3 3 - ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS-EXPOSURE B TYPI0AL LATERAL FRAMING CONNECTIONS •�+ W -0 -}10 2 2 2 2 3 3 3 4 -- 12 2 2 2 2 3 3 3 5 THREE SECOND GUST 1VI\l SPEED(mph) 85 90 100 110 120 130 140 150 0 STRUCTURAL PANELS BD COMMON 10D COMMON SEE TABLE 3.11 24 14 2 2 2 3 3 3 4 5 _ FIBERBOARD PANELS 16 2 2 3 3 4 4 4 6 C) 7/16" 6D OMMON - 3"EDGFJ6"FIELD 18 2 2 3 3 4 4 5 6 STRUCTURAL SHEATHING '--�\ � O 25132" 8D OMMON - 3"EDGEJ6"FIELD 20 2 2 3 4 4 4 5 7 5D COLLERS 5D COOLERS 7"EDGE/10"FIELD E F E F E F E F E F E F E F E F / GYPSUM WALLBOARD 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMTION IN TABLE 3.5 r M 2 TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED 1 RAFTER/TRUSS SPACING MAXIMUM NAIL SPACING FOR 8D COMMON NAILS OR 10D SHEATHING LOCATION INCHES,O.C.) BOX NAILS(INCHES,O.C.) 5 HARDBOARD 8D COMMON 8D COMMON SEE TABLE 3.11 BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS 3.TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B 12 6 12 fi 12 6 12 6 12 6 12 6 12 6 12 6 12 PARTICALBOARD PANELS 8D COMMON 8D COMMON SEE MANUFACTURER [1:. / \ _- INTERIOR ZONE 16 6 12 fi 12 6 12 6 12 6 1212 6 12 6 122 DIAGONAL BOARD SHEATHING 6 12 6 12 6 12 6 12 6 12 12 6 12 6 12 2-8D COMMON 2-10D COMMON PER SUPPORT 24 6 12 6 12 fi 12 6 12 6 12 6 12 6 122 fi 122 1"X6"OR 1"X8" 2 ' 1"X10"OR WIDER 3-SD COMMON 3-10D COMMON PER SUPPORT 12 6 12 6 12 6 12 6 12 6 6 6 6 6 12 6 6 _ TABLE 3.6A PERIMETER 16 6 12 6 12 6 122 6 122 6 6 6 6 6 3 12 6 3 6 3 i EDGE ZONE --------_------ - _--__ FLOOR SHEATHING RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND-EXPOSURE B 19.2 6 122 6 122 6 6 6 6 6 6 6 6 63 12 64 44 (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.6) 24 fi 122 fi 122 6 6 6 3 63 63 fi 3 g 3 6 3 4 4 12 4 a 4 a �--- DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL=10 PSF GABLE ENDWALL RAKE OR PAKF..TRUSS WILOOKOUT CLOCK 6 6 63 6 3 63 6 3 63 63 4 4 4 4 4 4 STRUCTURAL PANELS 8D COMMON 10D COMMON 6"EDGEJI2"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/O RAKE OVERHANG 6 6 6 6 6 6 6 6 6 6 6 3 63 63 6 3 63 6 3 1 OR LESS " IOD COMMON 16D COMMON 6"EDGE 16"FIELD THREE SECOND GUST WIND SPEED(mph) 85 90 100 110 120 130 140 150 CROSS SECTION END VIEW GREATER THAN 1 NUMBER OF 8D COMMON NAILS OR 1 OD BOX NAILS IN EACH END BOARD SHEATHING DIAGONAL BOARD SHEATHING 12,3,4,5,6,7 1"X6"OR 1"X8" 2-8D COMMON 2-10D COMMON PER SUPPORT ROOF PITCH ROOF SPAN(FT) OF 1 1/4"STRAP RAFTER/TRUSS SPACING MINIMUM NUMBER OF SD COMMON NAILS �� w 1"X10"OR WIDER 3-8D COMMON 3-1OD COMMON PER SUPPORT SHEATHING SIZE (INCHES,O.C.) OR 10D BOX NAILS PER SUPPORT -- - 1-NAILING REQUIREMENTS ARE:BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL 3.12 12 1 1 2 2 2 3 3 4 16 1 2 2 2 3 4 4 5 1X6 OR 1X8 SHEATHING 12-19.2 2 2 2 2 2 2 2 2 EDGE.IF WALL SHEATHING IS NAILED 3"ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 20 2 2 2 3 4 4 5 6 1X10 OR LARGER SHEATHING 12-19.2 3 3 3 3 3 3 3 3 ` o SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR 24 2 2 3 3 4 5 6 7 ALTERNATE CONNECTORS,.SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH 28 2 2 3 4 5 6 7 8 CEILIN JOI T o 32 2 3 3 4 5 8 g E-NAIL SPACING AT PANEL EDGES(IN) 2-WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER 36 2 3 4 5 6 7 9 - 1 NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN) OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT 1 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 3-CORROSION RESISANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC 4:12 12 1 1 1 2 2 2 3 3 4 FEET OIN EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT � 16 1 1 2 2 2 3 3 4 REQUIREMENTS SHALL BE USED. FOR ADDITIONAL REQUIREMENTS 20 1 2 2 2 3 4 4 5 2 TABULATF.'.ID 12 INCH O.C.MAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL 24 2 2 2 3 3 4 5 6 SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 28 2 2 3 3 4 5 6 7 3 TABULATUD 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS / 32 2 2 3 4 4 5 6 7 \\ TABLE 3.4A FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS-EXPOSURE B 36 2 2 3 4 5 6 7 8 SPACINGS SHALL BE REDUCED TO 41NCHES O.C. (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) 5:12 12 1 1 1 1 2 2 2 3 4 TABULATED 4 INCH O.C.MAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS N 16 1 1 1 2 2 2 3 3 FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. THREE SECOND GUST WIND SPEED(MPH) 85 90 100 110 120 130 140 150 20 1 1 2 2 2 3 3 4 \ Z 24 1 2 2 2 3 3 4 5 5 TABULATED MAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B / O RAFTER/CEILING JOIST WALL NUMBER OF 8D COMMON NAILS OR I OD BOX NAILS(TOE NAILED) 28 1 2 2 3 3 4 5 5 SPACING(IN) HEIGHT(FT) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP PLATE CONNECTION 1,2,3,4 32 2 2 2 3 4 4 5 6 H 36 2 2 3 3 4 5 s 7 TABLE 3.11 8 2 2 2 2 3 3 3 3 6:12 12 1 1 1 1 2 2 2 2 WALL.SHEATHING AND CLADING ATTACHMENT REQUIREMENTS FOR WIND LOADS-EXPOSURE B _ \ 12 10 2 2 2 2 3 3 3 3 16 1 1 1 2 2 2 3 3 I R�l 2 2 3 3 3 4 4 4 20 1 1 2 2 2 3 3 4 THREE SECOND GUST WIND SPEED(mph) 85 90 100 110 120 130 140 ISO FLOOR JOIS#2 2 3 3 3 4 4 24 1 1 2 2 3 3 4 4 -- 28 1 2 2 2 3 4 4 5 STRUCTURAL SHEATHING 24 8 3 3 4 4 5 5 5 5 32 2 2 2 3 3 4 5 5 10 3 3 4 4 5 5 5 6 36 2 2 2 3 4 4 5 6 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 E F E F E F E F E F E F ETF E F 7:12-12:12 12 1 1 1 1 1 2 2 2 \\ 2 TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 16 1 1 1 2 2 2 2 3 STUD SPACING MAXIMUM NAIL SPACING FOR 8D COMMON NAILS OR 10D \�\ 3 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOE-NAILS IN THE RAFTER AND CEILING 20 1 1 2 2 2 3 3 3 SHEATHING LOCATION 1 4 24 1 1 2 2 2 3 3 4 (INCHES,O.C.) BOX NAILS(INCHES,O.C.) JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF MAILS REQUIRED. 28 1 2 2 2 3 3 4 4 4 TO AVOID SPLITTING,NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST 32 2 2 2 3 3 4 4 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 w WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. INTERIOR ZONE 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 p �• \ _ 36 2 2 2 3 3 4 5 6 h 24 6 12 6 12 6 12 6 12 6 12 6 1 6 122 6 122 1.TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING 12 fi 12 fi 12 6 12 6 12 6 12 6 12 6 12 6 12 NOT LOAATED WITHIN 8 FEET OF BUILDING CORNERS PERIMETER 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 2.TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B EDGE ZONE 0 6 12 6 12 6 12 6 12 6 122 6 122 6 122 4 122 -_----- - -- - -- 3.TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF DATE: 6-2-18 ASSEMBLY DEAD LOAD(0.6 X 10 PSF) 4.TABULATED CONNECTION REQUIREMENTS ARE BASED ON 12"RIDGE STRAP SPACING,FOR DIFFERENT BOARD SHEATHING DRAWN BY: Author RIDGE STRAP SPACING,MULTIPLY THE TABULATED VALUES BY THE APPROPRIATED MULTIPLIER BELOW: - SHEATHING SIZE RAFTERlTRUSS SPACING MINIMUM NUMBER OF 8D COMMON NAILS / \ SCALE: 1/4"= V-0° RIDGE STRAP SPACING(IN) 12 16 19.2 24 48 (INCHES,O.C.) OR IOD BOX NAILS PER SUPPORT MULTIPLIER 1.00 1.33 1.60 2.00 4.00 1X6 OR 1X8 SHEATHING 12-24 2 2 2 2 2 2 2 2 FLOOR JOI j ' TITLE 1X10 OR LARGER SHEATHING 12-24 3 3 3 3 3 3 3 3 \• S.WHEN THE TABULATED NUMBER OF MAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE \� E-NAIL SPACING AT PANEL EDGES IN I FRAMING IS ATTACHED IN ACCORDANCE WITH TABLE 3.1,THE RIDGE STRAP AND ADDITIONAL NAILING F-NAIL SPACING AT PAINTERMEDIATELEDGES (IN) PORTS IN THE PANEL FIELD(III Strapping Details IS NOT REQUIRED 6.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP,THE NUMBER OF 10D COMMON NAILS REQUIRED 1 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT PERIMETER EDGE IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8D COMMON NAILS IN A ZONE ATTACHMENT REQUIRMENTS SHALL BE USED. STEEL STRAP,OR THE NUMBER OF 12D BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE 2 TABULATED 12 IMCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49, _ SHEET,NUMBER TABULATED NUMBER OF 10D BOX NAILS IN A STEEL STRAP THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 7.1-1/4"20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVELENT 3 O SUBSTITUTED XTE PANEL FOR COMMON GALVANIZED N BOX NAILS SHALL BE PERMITTED TO TYPICAL SECTION DETAILS DETAILS 4 TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B TYPICAL WIND UPLIFT CONNECTIONS A-8 INSTALL 1 RIGID INSULATION CUT TO FIT BETWEEN. THE } RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH c c EXPANDING FOAM SEALANT, / � � O MAINTAIN EQUAL VENT ;SPACE � MANUFACTURED RECESSED LIGHT ENCLOSURE Q. �- FOR LENGTH OF RIGID �. ATTIC INSULATION INSULATION ATTIC JOISTS CONTINUOUS BEAD OF SEALANT j N U / VENTED AIRSPACE CONTINUOUS BEAD, OF ADHESIVE O o INSTALL 1' RIGID ATTIC INSULATION ELECTRICAL WIRE CONTINUOUS BEAD m Q OF SEALANT o Co INSULATION VERTICALLY TO / PLUMBING PIPE 1/2" GYPSUM BOARD ``- CONNECT INSULATING I C) t= a) 00 TOP PLATE W SHEATHING TO RIGID / (2) LAYERS 2 RIGID INSULATION TtDP PLATE-- LOOK = s z � iY c a INSULATION BAFFLE. / INSTALLED DURING FRAMING FIRE CAULK SEALANT ASSEMBLY Q/ U u FOAM SEAL BOTH / I De FIRE CAULK �a I+H+�n <JOINTS SEALANT Q o 0- -WALL/ STUD L CONTINUOUS BEAD Z D Lo 2�iOF SEALANT "o p WALL STUD US BEAD LCONTINUOUS EXPANDING FOAM SEALANT AT PERIMETERCONTINUO INSULATED EXTERIOR WALL �--- 00 OF SEALANT EXTERIOR WALL SHEATHING BEAD OF SEALANT CONTINUOUS BEAD Lo DRYWALL CEILING OF SEALANT 1 1/2" RIGID INSULATION RECESSED LIGHTING FIXTURE N ----EXTERIOR INSULATED WALL INTERIOR GYPSUM WALLBOARD AS AIR BARRIER r- Lo 1" EXTERIOR INSULATION SHEATHING AS ATTIC EAVE BAFFLE AND VENT 3-STUD CORNER WITH RIGID INSULATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEALING AT RECESSED LIGHTING IN ATTIC CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST - - - -------- Scale: 1 1/2" = V-0" Scale:1 1/2" = 1'-0" Scale: 3" = 1'-0° Scale'3,, = 1,-0,, Scale: 1 1/2" = V-0" Scale: 1 1/2" = 1'-0" p' ' w AT11C INSULATION pLYHoop LENGTH AT11C FLOOR FRAMING RIGID INSULATION a R-VALUE/DEPTH PER CLIMATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE LDSED CEL-L INSULATION I/2" SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED THICK MINIMUM iwT ALL Box BEAMS _ _`_- -- - - --_--,- -- ------ 'TYPICAL ]lilt —EXISTINIG ?-cASSEMBLYLOOR INTERIOR WOOD FRAMED WALL. p ?-� 1 1/2" RIGID INSULAT '1/2" GYPSUM BOARD z ATTIC INSULATES OPTIONAL CAVITY '1x6 BLOCKING jL jL Ifa � �1 %_1 INSULATION Q a) w o' WOOD TRUSS F F— T CLOSED CELL INSULATION 1/2"SHEATH INTERIOR OF a ELEVATION EXPANNOING FOAM AROUND ALLKSEAMS TYrICAL OVER Q •� }- ATTIC ACCESS TO D. Z Q N Z +1" OF INSULATION MECHANICAL LATCH TO PRESSURE °b THE PERIMETER OF LOOSELY LYWOOD SFfEATHIN6 -t— � � SEAL AT WEATHERSTRIPPING CUT RIGID INSULATION INSULATED EXTERIOR WALL TYPICAL U N U 1" RIGID INSULATION '° nn`` EXTERIOR WALL SHEATHING LOSED CM..L INSULATION 1/2" W J •O } o SECTION THICK MINIMUM AT ALL'BOX BEAMS •0 _ TYPICAL Q 0 .� ACCESS PANEL Q OAM SILL SEAL. - TYPICAL DRAW ACCESS PANEL SNUG EXISTING BAND JOIST 1NSULATIC; , 'RETROFIT WITH 1 1/2" RIGID INSULATION INTERIOR INTERSECTING WALL WITH 1x6 � WITH PERIMETER SCREWS MANUFACTURED PULL DOWN STAIR Scale! 1/2" = V-0" Scale: 1 1/2" = 1'-0" AIR SEALING AT ALL WALLS ouNDATION wALL- TYPICAL 0 CN TRIM AS REQUIRED Scale: 1 1/2" - V-Q" _ FINISH CEILING O o O _ CONTINUOUS BEAD AIR SEALING AT ATTIC HATCH H FINISH SCREWS AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR OF SEALANT - - - - Scale: 1 1/2" 1 0 Scale: 1 1/2" = V-0" CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL - EXPANDING FOAM AT WINDOW PERIMETER W PROVIDE BLOCKING AT _ STUD CAVITY AT SHOWER CEILING GYPSUM BOARD � AT EXTERIOR WALL AS AIR BARRIER o CONTINUOUS BEAD OF CEMENT .BACKER BOARD CONTINUOUS BEAD OF SEALANT SEALANT TUB SURROUNDFINISH I CONTINUOUS BEAD TUB UNIT OF SEALANT WINDOW UNIT AS AIR BARRIER TUB SURROUN CONTINUOUS MINIMAL - (BEYOND) EXPANDING FOAM AT CONTINUOUS MINIMAL WINDOW PERIMETER CONTINUOUS BEAD EXPANDING FOAM AT SEALANT PERIMETERWINDOW TILE SURROUND FINISH t CONTINUOUS BEAD CEMENT BACKER BOARD PROVIDE BLOCKING AT CAVITY INSU OF SEALANT o STUD CAVITY AT TUB RIGID INSULAT - CONTINUOUS BEAD ---INSULATED EXTERIOR AT EXTERIOR WALL STUD WALL INSULATED EXTERIOR AT SLOPE OF ADHESIVE WINDOW UNIT AS — THIN-PROFILE WALL STUD WALL CONTINUOUS BEAD AIR BARRIER INSTr",LL SHEATHING OF SEALANT . SHEATHING THIN-PROFILE WALL ON T'"1'USS PRIOR TO CONTINUOUS MINIMAL SHEATHING FRAMING WAL EXPANDING WINDOW PERIMETER I AT CONTINUOUS BEAD 0 VENT VENT SEALANT ATTIC ATTIC \ CONTINUOUS BEAD OF SEALANT --CONTINUOUS BEAD MANUFACTURED CONTINUOUS BEAD o SHOWER EXPANDING FOAM Gr,VITY INSU OF ADHESIVE CO"�Dll'IONED SPACE ° , OF SEALANT OF SEALANT BEAD - WOOD FRAME CONTINUOUS SILL SEALER 17 FLOOR ASSEMBLY - - FULL WIDTH OF MUDSILL EXPANDING CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SYSTEM // \4. ---- FOUNDATION WALL AS ABOVE CONDITIONED SPACE � AIR BARRIER WOOD FRAME Scale: 1/4" = 1'-0" '\�f,r\\ d CONCRETE SLAB AS DRAWN BY: F.DB ,FLOOR ASSEMBLY -- ---- \�/\'\�,!\\° AIR BARRIER f,�/ / a a . A CONTINUOUS BEAD TITLE \ A \ \N\ \/% OF SEALANT Energy Details AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING H SECTION SHEET :UMBER Scale: 1 1/2" = V-0" Scale: 1 1/2" - 1'-0" CONCEPTUAL AIR SEALING STRATEGY H CONCEPTUAL AIR SEALING STRATEGIC II LOWER WALL SECTION UPPER WALL SECTION _ Scale: 3/4" = V-0" Scale: 3/4" = V-0" A9 } try N RETE WALL 63 BEAM-TO-BEAM CONNECTION OB� BEARING ON WOOD COLUMNBEARINGONWALL BEARING ON COC �5j BEAM TROLUMN LATERAL BRACE BJ BEARING FOR DOOR OR WINDOW HEADER ClJ. 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FudlowWwDra hadracrdhrx,nhrkai / / /�� kter1rpe.Naiii!Initia 7 Pordherthwlltcnbahon Fnittwtkwflma!kidocnenJtrtr,nhblhr GraNrReifrcenrr,tTtkk:nhorC3iSER(III) G+&rrRtNaaementTrdkinraonCEl2IER1Y) / / t nhd6'oardslrt. 0 alewr,nirbesGnhnr 6bkrcxtMTdk:tCe ✓ / / / P�ndarartGar:RYieinirraaomladlBTtdelti[t.Ss , Fbodborll'pkhk 'IPndo a / w NAILING PATTERN �\ % / / �ta ';ngaikdarlerassrdeordpr�p � ti /� y/r / / ! N for4'oil unit sis cladirmd ine I top old bol \, [loll / \ ./� / �� // / /' / �/ % ' \ / DATE: 6-2-18 \��/ \�, DRAWN BY: Author sit 1 4"= 1'-0 \_ SCALE: / 7 \ 23p2APARMa166:a1b \ ' / P hpand►tkn { a�fPbdnbard. \ / \ 2 � /• / � % / / Yvv � '�]. �,: \ \ /� � � R'i ��'/ � /� �' -_--/ aenCB119iinbcid / � / 23fd2'APARt916lsr'hip \\ / CL�� / Irpe \ /�/j/I1�\ `� � / � /,i / / •� Tidal / TITLE aaedraidbpord �. ' , ' d./ % GntbNrbnpteudahlaadlNae \ DeBdaiotkptrd m / ttl \ / initial top 'ld� �/� �'/ I3FI.APAAakdShabini � �/�� t tdpxMepan(LI � \ \, �R'�' � % � / Gr&NrhphmudKlaaed114ak / y aaollBflERknbod ��""" / /\ �•R�Ip• C Framing Details 'CorwaNBrtdnder<atllNbeolrsA an Nam ierwd: / Noh:B''akrodk GMkwrhgirudadaaedN;he µ_Y'Bkdksairhlhn wBhWe flarWdm Sit dibiFllhrikiti,aatih•tut!kaoccopuKhrlh,FoilTjoil,ua2nwaflaraa ailed o6Kdr1'oekawbrdb \- 6i7mdl�'h'rod°Ak D P 4 Pl M P lliddlirletil ldak all C.06al stIFF:14[lied P 9 tyw,id Via■,■■, aJ1d(irddaikarnFiandrs!ItadsJ p^;k bwhearkr. idpxdsan(L) Nob:erCEVTERrtnbaadalBD4APARabltlaaihq(esr,Daakshdsorognlohdkwlnafjoid a^ bsNd Vh dIZ'ea.hmeande4!roht'dapA4ao3nadltltti(16okrBJ90B190,rndBJ9p0)dl2'ootmmeandd¢,Cattoppshoikri;rpEp6'. 2naol!Naaapp't.t. kJl'daKbadronFbcedaerdcnrt'tNJ Nch:aCBlHidrkadu13G4PPARWdShetUnipbr2eahk¢anlgnqukdaaidtdpilDepkmdmdcEluldepkd % 4 D hrckaarltkro nrhd BY[L¢ )tdt Nrlbjok tnpN wIA Id ode Mr e.o. aFi rodnaN kA loot tf;aat. rdtkcld rba pcaihla SHEET NUMBER Atsar 1 0 1 taming Details 1/4" = 1'-011 ' ' , ` 00 a) 00 LO �x PATIO NO 00 ZZ ry LO if 11t;1 it it o Lo �4:- 7� (j 14-�L (LA Ln 00, ji it Uj d c\1 I! d ------- N , I I- ___ . 4;1 ----------- CL 04 00) gjlan High LLJ DO LU 07 TT DATE 6`2l8 DRAWN BY: Author SCALE: 3/16'= l-G' � TITLE \ ~ � First Floor Fram ing JaL�. L�JL L —LILL 77. SHEET NUMBER First Floor- Framing Plan Low S . 1 N N C .E Q a) °�° U OC > m 1^\\ W Q O W 3 o ° o 00 LO ON ry NO LO =%/� // / � �!� /��' /� /i' % � v ass"yam'\\ \. \\�• \\51 LO \\ �v. \\ \. \\\ , •�� \r(\„��. ` \�', � -----___-_ _--__--__ ell sy `\ \ // ,✓ a 'E'er/ /;�f� // ,/ i i\ \�\ \ \ \vim/' j /� \ \ \ ;\ \ /��c� >:\�\ \ \ `n 1 NII if "wZ 0 Lr) N N r OF ;� cn 0 4 14'GPI 4.0_FL._J5T5_- — 14 GPI_65 FL.J5T5.--- -----' ----------- W _GPI 40_FL._JSTS.-- --------- - --- -- ------------- --- ' ! 16'O.C.(2-12 FEET) @ 16'O.C.(2-14 FEET) \ @ 16'O.C.(4-20 FEET) 0 t (2) 14"LVL BEAM(FW5H) (1) 14 LVL BEAM(FW5h) M 140/4, PIP n H i hGQ\20 2 Second Floor- Framing g_ w % / r , r i 'e•� w DATE: 6-2-18 `\\ --- -- Ij- --- ---- -- - -- --- `� DRAWN BY: Author 3/ SCALE: 16'= 1'-0" TITLE / ( Second Floor Framing \ /' ? \ / an SHEET NUMBER � Second Floor- Framing Plan Low S -2 �' 3/16 — 1 0 C N C 0 Q. N 00 J O N O df > m O ,— 0o 0 LO *40 O Q 'O \ O O \ l iT CO 41/ ol LLJ 1`0 V) La h // \ /! / /'a\is'�%/ ,/ /,/ '�/ // %/ /�� ?\ \\ \\` �✓ \\�\ \\ \ \ \ \\ CAS. 41, -------------------- 41 LO I LA 5T 14`_GPI 40_FL._J5TS. 14_GPI-40 FL.JSTS. _ - _.__ N U - - F'' n 14'GPI 65 FL. � V J I o @ 16'O.C.(2-12 FEET) E ---- -@ I G'O.C.(2-14 FEET) — - @ 16 O.C.(4-20 FEET) ---- ''l L i — i-_ (3) 2"x4"POST (3)2 x6 POST (2) 14"LVL BEAM(FWSti) (3) 2"x6" POST (I) 14'LVL BEAM(FWSN) (3) -POST / �J N Al XI Second (Floor Framing Plan Hi h \\ 16 LLJ OV LU \� �' I w 4� DATE: 6-2-18 'El I------- -- - -- `� y DRAWN BY: Author -- SCALE: 3/16'= 1'-0" TITLE \\\ = Second Floor Framing Plan SHEET NUMBER S►nd Floor- Framing Plan Low S -2 CRJEScheek Software Version 46e5 I �' NJ/ Compliance Certificate Project :Howley Residence �—. . Energy Code: 2015;'it'c �_. ` Location,: Mattituck;,NeW''York �a i Construction Type: Single''-family OCT — 3 2019 Project Type: New,,',Construction Conditioned Floor Area: 2,942 ft2 Glazing Area 340/6, � Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 320 Sailor's Needle Road Christine Howley Richard Boyd Mattituck, NY 11952 320 Sailor's Needle Road 206 N Richmond Avenue Mattituck, NY 11952 Massapequa,NY 11758 (973) 865-0626 361-0040 rboyd@optonline.net Pompliance: Passes using UA 6ade-off Compliance: 10.0%Better Than Code Maximum UA: 1063 Your UA: 957 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cav ty Cont. Perimeter Wall 1: Wood Frame, 16"o.c. 4,859 28.0 0.0 0.050 151 Window 1:Wood Frame:Double Pane 1,244 0,340 423- SHGC: 0.28 Door 1: Glass 513 0.310 159 SHGC: 0.28 Door 2: Solid 20 0,200 4 Door 3:Solid 56 0.24.0 13 Wall 2: Wood Frame, 16"o.c. 275 15.0 0.0 0.077 21 Wall 3:Wood Frame, 16"o.c. 94 15.0 0.0 0.077 7 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 2,591 30:0 0.0 0.033 86 Floor 2:All-Wood Joist/Truss:Over Outside Air 317 30.0 0.0 0.033 10 Ceiling 1: Flat Ceiling or Scissor Truss 2,318 51.0 0.0 0.025 58 Ceiling 2: Cathedral Ceiling 744 30.0 0.0 0.034 25 Project Title: Howley Residence Report date: 3.0/03/19 Data filename: CAUsers\Richard Boyd\Documents\REScheck\Howley B.rck Page 1 of 2 y i Compliance Statement: The proposed building design described here i c sistent wi a uilding plans,specifications,and other calculations submitted with the permit application.The proposed build' g as been esign d to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requireme is fiste l d in t e RES eck Inspection Checklist. Cm-C wevr- ,1 - I C)/.?// I Na hie-Title Signat re Date _i Project Title: Howley Residence Report date: 10/03/19 Data filename: C:\Users\Richard Boyd\Documents\REScheck\Howley B.rck Page 2 of 2 BU I LD I NC DES i�TMENT NOTES LU � i��I I- t D Da WIMP DESIGN SUBJECT TO DMAM6E O \ FROM lvl SPEED TOPOGRAPHIC SPECIAL WIND-BORN SEISMIC, WINTER ICE FLOOD AIR MEAN 1-1._ Z Z GROUND WEATHERING FR05T LINE TERMITE (MPHU EFFECTS WIND REGION DEBRIS DESIGN SNOW LOAD ZONE CATEGORY -. DEPTH DTEMPN REQURRED HAZJaRDS FREEEX TEMP C� Q D D 20 130 MPH N0 No I MILE B SEVERE BOF 3'BF6 SEVERE SEE BELOW YES YES, 599 51 M `J O O FROM COAST CLIMATE ZONE 15 4A �1 , INTERIOR SPACES INTENDED FOR HUMAN OCCUPATION SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT.LE55 THAN 6&DEGR.EE5 FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DE51GN HEATING DAY � �J i- (2015 IMG 30q.1)5Y5TEM DESIGN SHALL BE BASED ON MAX 12 DEGREES HEATING,MINIMUM 15 DEGREES COOLING DEGREE DAYS(NY LAGUARDIA)42,11,WINTER DESIGN TEMP 15,DRY BULB 8q,WET BULB 15(2015 IPG APPDX -- r- THiS PROJECT CONFORMS TO THE FOLLOWING CODES: OPENINGS: DOUBLE WOOD FRAMING SHALL BE PROVIDED AROUND CPENINC75 IN WALLS,FLOORS,CEILINGS,ROOFS,etc. D)ALSO AS PER 2015 IBC CHAPTER I6 SECTION SECTION Vt0 AND A56E1-WIND EXPOSURE CATEGORY AND SURFACE ROZHNE55 15 B,USE G FOR BOTH SOUTH SHORE AND FIRE ISLAND. I-- -� 2015 INTERNATIONAL RESIDENTIAL_ CODE, 2017 NYS UNIFORM CODE SUPPLEMENT, DOUBLE ROOF RAFTERS AS PER ROOF PLAN DESIGN NOTES: TAet-E R402.1,21NSULAr10NDND FENESTRATION REGUIREMENT88Y CpMPONENTe I \ 201115 WFGM, 2010 ASCE-7 ENGINEERED DESIGN ALL STRUCTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE AMERICAN PLYWOOD ASSOCIATION LIGHT•VENTILATION-SECTION W3 0 HABITABLE ROOMS=ALL HABITABLE ROOMS SHALL BE PR0Y1DED WITH AGGREGATE GLAZING AREA OF NOT LE55 THAN i3 PERCENT OF THE ENERGY NOTES GLAZED one esass FLooa sLAO cRAm ` (dal CLIMATE FENESTRATION SKYLIGHTb FENE$TRA710N CEILING RAM YJALL R BASEMENT R• SPACE S-� BUILDING COMPLIES WITH APPENDIX J,SECTION AJ308{ SECTION AJIO,AND STRUCTURAL WIND LOAD PER A.N0042 rV FLOOR AREA OF SUCH ROOMS.NATURAL VEN ILATION 5HALl BE TIIROU6H WINDOWS,DOORS,LOWERS OR 01NER APPROVED OPENINGS TO THE I.WOOD FRAMED FLOORS,WALLS AAD GEILIN65 SHALL NAVE AN APPROVED VAPOR BARRIER MANGE RATING OF I.0 PERM) mNE V-FxTORb UFACTOR R-vuuE R- wALL VALuE VMLL aHGCa•• R- l VALUE k-VALUE & R- , ALL MiETAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT GONWEGTING POINTS.INSTALLATIONS BE ouTDOOR AIR.SUCH OPENINGS SHALL BE PRWIDED WITH READY AGGI 55 OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING INSTALLED ON THE 'WARM IN WINTER"SIDE OF THERMAL INSULATION. vALue vALUE DEPTH VALUE BY TEGO CONNECTORS AND SIMPSON OR APPROVED EQUAL.THEY SHALL SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES OCCUPANTS.THE MINIMUM OPERABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED.BATHROOMS 2.WINDOW5 AND SLIDING DOORS SHALL HAVE A MAX.AIR INFILTRATION RATING OF 0.3 GFM PER 5WARE FOOT OF WINDOW AREA. I NR 0..75 0.25 30 13 36% 13 0 0 0 n/ �LJ A,J100 .AJIND L ADS.BJ LD 5HA.LL BE 3 SF OF 6LAZIN6 WITH ONE HALF OF WHICH MUST BE OPZRA1BLE.THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL SWINGING DOORS SHALL HAVE A MAX,AIR INFILTRATION RATE OF 05 GFM PER SQUARE FOOT OF DOOR AREA. L / AJI004.2 WING LOADS.BUILDINGS SHIALL COMPLY WITH THE WIND PROVI510N15 OF THIS CODE AS APPLICABLE. SPEGIFIGATIONIS AND RECOMMENDATIONS AND THE 2015 RESIDENTIAL CODE OF NEW PORK STATE 3.ALL FIREPLACES HALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 GFM. ALL FLUES SHALL HAVE TIGHT z 0 eo o.ss axe ss 13 are is o 0 0 --� LIGHT AND MECHANICAL VENTILATION SYSTEMS ARE PROVIDD. EXCEPTIONS, I ,- I 3 0,35 055 02$ 38 20Df t I. DETACHED ONE AND IND FAMILY DWELLINGS WHERE WIND LOADS AT THE NEW LOCATION ARE NOT HIGHER THAN THOSE AT THE SEATED DAMPER WITH A MAX.AIR LEAKAGE OF 20 GFM. ALL FIREPLACES SHALL HAVE TIGHT-FITTING NON-COMBUSTIBLE DOORS. 13,5^ �13 +s &t3 0 5,13 (� ALL WALLS,FLOORS AND CEILING SURFACE5 NEW OR EXISTING SHALL BE PATCHED AND OR FINISHED TO MATCH EXISTING SURFACES 4.THE CONTRACTOR SHALL SUBMIT THE DESIGN,SIZE AND TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED,IN SUFFICIENT DETAIL, PREVIOUS LOCATION. AS REQUIRED BY THE BUILDING DEPARTMENT. 4Ma yin 0. oss o.40 ae 3°a ens 1s 10/13 10.2 n 1af13 1Ilj 2. 5T COTURM ELEMENTS WHOSE 5TRE5515 NOT INIGREA5ED BY MORE THAN 5 PERCENT. �_ l �_- BATHROOM LIGHT AND VENTILATION R303.3 5.ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FAHRENHEIT. :� BUILDING COMPLIES BATHROOMS,WATER OL05ET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS 6.ALL DUCT5 AND PIPES SHALL BE INSULATED A5 REQUIRED BY CODE. t; 4 032 oss NR 49 0 13r12 30g tale 10,z n ,ens ALL WALLS AND GEILIN65 TO BE TAPED AND 5PAGKLED 3 GOATS,PAINT AS,SELECTED BY OWNER INSTALL MOISTURE RE515TANT GYP BD IN NIOT LC-55 THAN 3 SQUARE FEET,ONE-HALF OF WHICH MUST BF.OPERABLE.THE 6LAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL T HVAC CONTRACTOR SHALL VERIFY HEAT L055 CALCULATIONS. s ALL WET AREAS 0.32 0 55 NR 49 20+5 or 18120 30c Isms 15,4 ft 15l19 LIGHT AND N1EC•HANIGAL VENITLATION 5Y51EN'S ARE PROVIDED.THE MINIMUM VENTILATION RATES SHALL BE 50 GFM FOR INTERMITTENT °�°"+ 13.ton O '� ALL TJI'S TO BE BY TRUSS JOIST,GEORGIA PACIFIC OR APPROVED EQUAL VENTILATION OR 20 GFM FOR CONTINUOUS VENTILATION.VM ILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE SAFETY GLASS REQUIREMENTS PER R308 s 0 29 b.ss NR 4s 25 IW20 �/ notion 2 cavdY 3ps 15120 tb,4 rt 16M '1 GON5TRUGTI ON NOTES DEMOLITION A5 PER DEMOLITION PLANS SAFETY GLASS REQUIRED AT THE FOLLOWING LQGATiM; 7.nde o.s2 0.55 NR 44 1�3+101 19i21 38a 15I79 1U,4rt 15,19 0 GENERAL FINI H I. ANY GLAZING IN ANY DOOR TYPE. _� - 2. GLAZING ADJACENT TO DOORS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES ABOVE THE FLOOR OR THE CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION DOCUMENTS.CONTRACTOR SHALL BE PROPERLY CERTIFIED AND LICENSED FOR AS SELECT'CD BY OWNER R303.1 INTERIOR STAIRWAY ILLUMINATION.INTERIOR STAIRKk"5 544ALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE 11 For St 1 foor r 304$mm. WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS= e.R-values are mlmmume,UJaclore end S!1OC are meximuma.When ineulatirrt re instaeod M a eavMywhtch b less than tno Wbel w design LANDING5 AND TREADS.THE LIGHT SOURCE SHALL BE GAPAD-E O'ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LE55 THAN 1 2.1. WHERE THE GLAZING I5 WITHIN 245 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. thickness of d,e Insulation,the ImtalIeq R-w1us of 1ho inal.iWim shoe rot be less than OW R-van»spa",,d in the table. THIS PRO.EGT. INSULATIQN FOOT-CANDLE(II LUX)AS,MEASURED AT THE CENTER OF TREADS AND LANDINGS.THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO 2.2. WHERE THE GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION WITHIN 24 INCHES OF THE b.The fenestration U-fettwcolunnexcludes skylights.The SNGC cdumn app lea leaf glezod lenest'ratlon.Excapllon:Skyll"may ba oxciuded DO NOT SCALE DRAWING{.FOLLOW DIMENSIONS A5 SHOWN ON DRAWINGS. PROVIDE F1.3ERSLAS$INSULATION PLUS VAPOR BARRIER IN WALLS,CGEILIN65,FLOORS AND WHERE NOTED ON DRAWINGS,INCLUDING CEILING CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS 51X OR MORE RISERS.EXCEPTION: A SWITCH 15 NOT REQUIRED WIHERE REMOTE, HINGE SIDE OF AN IN-5WIN61N6 DOOR. from glazed teneetradon$HGC mcii-ements in oimats zones 1 through 3 WherethesHGC for such skyUhts doss na axcoed o.30, BETWEEN GARAGE AND HOUSE. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER USE CENTRAL OR AUTOMATIC CONTROL OF LIGHTING 15 PROVIDED. 3. GLAZING IN WINDOWS LARGER THAN M SQUARE FEET,WHERE THE BOTTOM EDGE 15 LE55 THAN IS INCHES ABOVE into!F!.009-WHERE THE c."1 Wi9'means R-15 oontinuous 1-ufalion on tha keen Nor exterior of the home w R-19 oavity insdiadun at ute s,lerw of the basemontweR-I5n9" W 0 Shall br psmi ted to be met wdh R-13 cavty lnaulatwn on the ntedo of the bmemant wap us Wli oonfinuous nsularl_en"Imenoror eztrxbr of TOP EDGE 15 MORE THAN 36 INCHES ABOVE THE FLOOR;ONE OR MORE WALKING SURFACES ARE WI THIN 3b INCHES,MEASURED the homa"1o/,3"maarte A-10 oontir-ua insuu,ccn on theinterbr ar exteror of Ilia home or R-13-acuity lnsulatnn at the interior of nhe basemen,w 41, SCOPE OF THIS WORK 15 INDICATED ON THE DRAWINiGS AND THE R3038 EX17'RIOR STAIRWAY ILLUMINATION.EXTERIOR 5TAIRWaYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED A7 THE w �� GONTRAGTOR SHALL OBTAIN AND PAY ALL FEES,PERMITS,DEP05115 FOR UTILITIES REQUIRED FOR THE PROJECT EXCEPT FOR THE EUILDINHG TOP LANDING OF THE STAIRWAY,EXTERIOR STAIRWAYS PROVIDN6 AGGES5 TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE HORIZONTALLY AND IN A STRAIGHT LINE,OF THE GLAZING. , d.R-Slhall be added tithe raquimil stab edgs R-values foe hensde!abs.Insulation napth sMN be gw tlepth ofthe fooang w2 oast,Whicheveria kss PERMIT. DOORS AND WINDOWS PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 4. GLAZING M GUARDS AND RAILINGS. tickmstexratee 1 througb3ro,heated sorbs. WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING JURISDICTION DOORS AND WINDOWS SHALL BE COMPLETE AND SHALL INCLUDE FRAMES,TRIMS,EXTENSION JAMBS,SILL$,STOOLS,CASINGS,SCREENS, 5. GLAZING IN WALLS ENCLOSURES OR FENCES CONTAINING OR FACING HOT TU65,WHIRPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS,SHOIAER5 *"There are to$KOO rawimments in Eta Marine7one. ____._ AND INDOOR OR OUTDOOR SWIMMING POOL$" r.Sakaniam wall insulation Is not r.quired at W,rn-humid Iocatiwn es der,ed by Fours R301.1 an,TW:ia R301.1. HARDWARE,ETC, 6. GLAZING ADJACENT TO 5TAIR5 AND RAMPS WHERE THE BOTTOM IS,LE55 THAN 36 INCHES ABOVE THE WALKING SURFACE 9.OrkuutetlonsufficiematIftftamhgeavity,R-19minirnUM, GONTRAG70R SHALL REMOVE ALL CONSTRUCTION DEBRIS,FROM THE JOB 517E AND LEAVE THE FACILITY IN A BROOM GLEAN CONDITION.ALL (' WINDOWS ANC,EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROOPERLY CAULKED AMID hEATHERSTRIPPED. ALL R311.13 VERTICAL RISE.A FLIGHT l7F 5TAIR5 SHALL NOT HAVE A VERTICAL RISE GREATER THAN 141 INCHES(3134 NmM)BETWEEN FLOOR 1. 6LAZINi6 ADJACENT TO THE BOTTOM STAIR LANDING WHERE THE 6LAZINIS IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A h.The brat value is cavity insuladan,In,eecotd value is wndru,w,a inoWatbn,as"13a5 means R-13 aaysy InsJdan plus R 5sominuoua insulation. ��, GLASS SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF'GONSTRUGTION.ANY PAINT 5PE{5 AND OR GONSTRllGTION MARKS SHALL BE GLAZING SHALL BE LOW-E,DOUBLE-PANED.ALL WINDOWS TO BE ANDER50N OR EQUAL LEVELS OR LANDINGS. t50-INCH HORIZONTAL ARC,LE55 THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING. LThsseaandR-valueappeoowtwn nosdanhaMtMatou!auon6 ontMiraororolgtamsrawae. 3� REMOVED FROM ALL FINISHED SURFACES "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS 15 MORE THAN bO'ABOVE THE FLOOR TABLE R402.1A EQUNALENT U-FACTORS' �! 1 ONLY IN WIND BORNIE DEBRIS AREA-SEE CHART ABOVE: STAIR TREADS AND R15ER5 PER R31L15 t ,',, Y i' CLEAR AND GRUB CONSTRUCTION AREA OF ALL ORGANIC MATERIAL.AND FILL WITH GLEAN SAND TO ELEVATION OF BOTTOM OF RISER HEIGHT PER R311.13.1-THE MAXIMUM RISER HEIGHT SHALL BE 13/4 INCHES(ft".THE RISER SHALL BE MEASURED VERTICALLY ASPHALT ROOF 5HINGLE NOTES W' SITE WORK: FURNISH AND PLACE IN THE STORAGE ROOM,PAINTED WOOD STRUCTURAL PANELS,1/16"MIN CRAWL. r BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE FRAME MAss 1 SLAB.SURFACE MATERIAL MAY BE USED FOR FILL OF LANDSCAPED AREAS OF THE SITE.FILL BROUGHT TO THI5 517E SHALL BE NON THIGKNE55 WITH A MAXIMUM SPAN OF 6 FT.FOR ALL GLAZED OPENINGS AT ALL WINDOW5.PANELS ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY WITH THE REQUIREMENTS OF CLIMATE FENESTWITION SKYLIGHT CEILING 4NOI.L I W L FLOOR BASEEMML NT sa�ACE - SHALL DE PRECUT TO COVER THE GLAZED OPENINGS WITH 2-1/2"tin SCREWS,16'0.C.FOR SPAN5<4 SMALLEST BY MORE THAN 3/8 INCH(g.5 MIN). ZONE U-FACTOR U-FACTOR U- U- U- °- CONTAMINATED SOIL. A51M D-225 OR D-34b2 FACTOR a FACTOR V-FACTOR U- FT,12"O.G.FOR SPANS<6 FT.,AND g"O.G.FOR SPANS<B FT.AT ALL WINDOWS. FACTOR FACTOR FACTOR 0 tr TREAD DEPTH PER R31L15..2-1NE TREAD DEPTH SHALL BE NOT LE55 THAN b INCHES(254 MIN).THE TREAD DEPTH SHALL 8E MEASURED � , CONCRETE HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS,ALUMINUM,OR COPPER ROOFING NAILS. FASTENERS 1 0.50 0.7s 0.035 0084 0.1s7 0.0e4 0,350 0.477 , 1 ALL FOUNDATION WALLS AND FOOTINIffi SHALL BE CAST ON SOLID APPROVED BEARING SOIL,SEE CHART WITH A MINIMUM DEPTH OF V-0" FIRE STOPPING . • TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF 5TAIR5 SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/B SHALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/6"DIA.HEAD,AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH,E ROOFING �J a N , BELOW GRADE.SOIL SHALL BE UNDISTURBED VIRGIN SOIL PROVIDE FIRE5TOPPING AS,PER THE 2015 RESIDENTIAL CODE OF NEW YORK STATE.FIRE STOP CONGEALED SPACES WITHIN WALL,CEILING, INCH M3 MNU. MATERIALS AND THE SHEATHING. 2 0.40 t].s5 o.a30 0.0sa O.teS b.064 d.380 0,477 r ALL FOUNDATION WALLS AND FT65 riFIALL BE POURED GONGRETE. FOOTIN65 TO HAVE(3)�5 REINFORCING BARS 3"FROM BOTTOM. PARTITION,FLOOR,STAIR,ATTIC,OR CORNICE GON5TRUGTION AND AROUND CHIMNEY,PIPE AND DUCT OPENIN05 IN SUCH CONSTRUCTION,SHALL 3 0.35 0.55 0.030 0.060 0.098 0,047 0.0910 0.13s L,� -j)_ BE FIRESTORRIP OR FILLED WITH NON COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME,SMOKE,FUME5 AND HOT GASES.FIRE LIGHTING OUTLETS ADDITIONAL LOCATIONS SECTION 0103.3 ASPHALT ROOF SHINGLES SHALL HAVE THE MIMIMUM NUMBER OF FASTENERS AS REQUIRED BY THE MANUFACTURER. � Q URLE55 SHOWN OTHERWISE,CONCRETE SLABS SHALL BE 4'THICK,SET ON 4'THICK GRAVEL BED,WITH STOPPING OR PILL SHALL BE NONFLAMMABLE MATERIAL WHICH CAN SHAPED,FITTED AND PERMANENTLY SECURED IN POSITION.FIRE STOP AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN HALLWAYS,STAIRWAYS,ATTACHED GARAGES,AND - �lne 0,35 0,55 0.026 0.oeo 0,098 0 047 6.05a 0.08s z CONGEALED 'CRTICAL 5PA!CE5 IN WALLS AND PARTITIONS SHALL BE BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE DETACHED GARAGES WITH ELECTRIC,POWER.AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE FOR NORMAL APPLIGATIONW,ASPHALT ROOF SHIN6LE5 SHALL BE SECURED TO THE ROOF WITH NO LESS THAN FOUR(4)FASTENERS PER STRIP z] 6"X 6',IOAO WELDED WIRE MESH REEINFORCING. c Sand UPPERM05T 5'ORY,50 THAT SUCH SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY OR GOMNUNIGAIE WITH GONIGEALED ILLUMINATION GN THE EXTERIOR SIDE OF EACH OUTDOOR E6RE"5 DOOR HAVING GRADE LEVEL ACCESS,INIGI UDINkS OUTDOOR EGRESS DOORS SHINGLE OR TWO(2)FASTENERS PER INDIVIDUAL SHINGLE. Markle 4 0.32 o.s5 o-o2a o.oso o.oaz 0,033 o.oso 0.055 W l THIS PROJECT HAS 2,000 P5F LOAD BEARING PRESSURE HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION,SPACE BETWEEN FLOOR JOISTS WITH CEILING5 ATTACHED DIRECTLY TO THE FOR ATTACHED GARAGES AND DETACHED 6ARAOE5 WITH ELECTRIC,POWER.A VEHICLE DOOR IN A GARAGE SHALL NOT BE CONSIDERED AS, a o.3z o.ss o.o2s o.oas q.0eo 0.033 o.oso o.oss I n uL JOISTS SHAD BE FIRCSTOPPED FOR THE FULL DEPTH OF THE J015T'5 AT A.LL POINTS OF SUPPORT,UNDER SUPPORTED WALLS AND AN OUTDOOR EGRESS DOOR,WHERE Oi E OR MORE LIGHTINS OUTLETS AR.E INSTALLED FOR INTERIOR 5TAIRWAY5,THERE SHALL BE A WALL ASPHALT STRIP SHINGLE5 SHALL HAVE A MINIMUM OF 51X(6)FASTENERS PER SHINGLE WHERE THE EAVE 15 20 FEET OR HIGHER ABOVE GRADE Q TABLE R401.4.1 PARTITIONS HAVING A REQUIRED FIRE- RESISTANCE RATING SWITCH AT EACH FLOOR LEVEL AND LANDING LEVEL THAT INCLI,VESAN ENTRYWAY TO CONTROL THE LIGHTING OUTLETS WERE THE STAIRWAY OR WHERE THE BASE WIND SPEED 15 120 MPH OR GREATER 7 and a 0.32 0.55 0.02e 0.04s 0.057 a-02a 0.050 o.oss �Q A BETWEEN FLOOR LEVELS HAS SIX OR MORE RISERS. MW� PRESUMPTIVE LOAD-BEARI'N6 VALUES OF FOUNDATION MATERIALS FIRE STOP CONGEALED 5PAGE5 WITH WOOD FRAMED WALL5 AND PARTITIONS AT EACH FLOOR LEVEL AND AT THE CEILING LINE OF THE TOP LANDINGS FOR STAIRWAYS PER R311.1.6.THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY.THE WIDTH MISCELLANIEOUS CONSTRUCTION NOTE5 a,Nontenostration U-!actors shot]be obtained from measurement,calculation or an,approved source, STORY.WHERE FIRE STOPS ARE NOT AUTO-MATIGALLY PROVIDED BY THE FRAMING 5Y51EM USED,USE CLOSELY FITTED WOOD BLOGICS PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT OC4 THAN THE WIDTH OF THE FLIGHT SERVED.LANDINGS OF SHAPES OTHER b.W hen mare than halt the Insulation is 00 the interior,the mass wall U-factors shag',be a maximum of 0.17 I n Climate I LOAD-BEARING PRESSURE(POUNDS SAME WIDTFI A9 FRAMING MEMBERS THAN SQUARE OR REC.TANGU.AR SHALL BE PERMITTED PROVIM7 THAT THE DEPTH AT THE WALK LIKE AND THE TOTAL AREA 15 NOT LE55 ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF ACT-30146"5PECIFICATION5 FOR 5TRUCTURAL" Zone 1,0.14 in Climate Zone,2,0.12 In Climate Tone 3,0.0871n Climate Zeno 4 oxcept Marine,0 Oe5 in Climate zone 5 GLA55 OF MATERIAL PER SQUARE F00T) THAW THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRE LANDING WIDTH.WHERE THE STAIRWAY HAS A STRAIGHT RUN,THE CONCRETE FOR BUILDINGS" REINFORCING STEEL SHALL CONFORM TO ASTM A-b15&BADE b0 arrd tvtarina 4,and o.057 in Climate t xtes a ttvatgh B. O CRY5TALLINE 6EDROOK, 12,000 MISCELLM=E DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN V INCHES('114PK.EXCEPTION:A FLOOR OR LANDING 15 NOT REQUIRED AT THE a Basement well U-faetor of 0.3eo kI waml-humid locations as defined by Figure R301.1 and Table R301.1. W PROVIDE GUTTERS AND LEADERS AND GRADE SOIL TO DRAIN AWAY FROM HOUSE-PROVIDE DRYWELLS AS PER LOCAL TOWN CODES.COLOR TOP OF AN INTERIOR FLIGHT OF 5TAIR5,PROVIDED A DOOR DOT'`NOT 5VNIN6 OVER THE 5TAIR5. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OP THE AISG"SPEGIFIGATION9 FOR DESIGN FABRICATION AND ERECTION OF Z Q 1 I SEDIMENTARY AND FOLIAi ED ROCK 4p00 AS,SELECTED 8Y OWNER STRUCTURAL STEEL FOR BUILDINGS'.STEEL SHALL CONFORM TO A51M A-512(6RADE 50)AND A-501 Z SANDY GRAVEL AND OR GRAVEL(6W AND CF) 3,000 IN KITCHENS,PROVIDE A PROPERLY-SIZED EXHAUST FAN,DISCHARGING TO THE OUTDOORS. HANDRAILS PER R311.1.8 HANDRAILS SHALL BE PROVIDED ON ATI.EAST ONE SIDE OF EACH CONTINUOUS RUN OF TREA05 tOR FL16NT WITH FOUR Q Z ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY REQUIREMETJTr2. IN BATHROOMS,PROVIDE AMEDICINE CABINET AS,SELEGIED BY OYbIER. OR MORE RISERS. Q J O SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL HEIGHT PER R311,1bj-HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING,OR FIN15H PRE-FABRICATED FIREPLACES AND FLUES SHALL BE UL APPROVED. ^/ PROVIDE 5/8"FIRE[:ODE GYPSUM BOARD ON CEILING ABWE HEATING UNITS AND WALLS. 11/ AND CLAYEY GRAVEL 2 pO0 SURFACE OF RAMP SLOPE,SHALL BE NOT LE55 THAN 34 INCHIE5 064 MM)AND NOT MORE THAN 38 IM,HE5(qb5"- TABLE R4D2-a,o,i AIR EIARRIER AND INSULATION INSTALLATION LL _ I AND CLAYEY G GG) THE OWNER AND CONTRACTOR HAVE THE RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE GORES,LAWS,RULES AND REGULAITIONS IN THE INSTALL SMOKE DETEGTOR5 AND CARBON MONOXIDE DETECTOR5 IN ACCORDANICE WiTH ALL STATE AND LOCAL CODE REQUIREMENTS. ✓ GON5TRUG iON OF THIS PRO.EGT AND TO VERIFY ALL DNMEN51ON5,MATERIALS AND THE LOAD-BEARING CAPACITY OF THE SOIL PRIOR TO CONTINUITY PER R311.1b.2-HANDRAILS FOR STAIRWAY'SHALL EE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY INSULATION CLAY,SANDY CLAY,SILTY CLAY,CLAYEY SILT, START OF WORK, ALSO,VERIFY ALL CONDITIONS FOR WORKABILITY,THE ARCHITECT WILL NOT ENGAGED IN THE SUPERVISION OR INSPECTION ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABIrE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR coMPONeNT AtR BARRIER CRITERIA INSTALLATION < �I 51LT AND SANDY 51LT I,500 B OF THIS PP4DJEGT DURING CONSTRUCTION-THE CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS FOR THESE SHALL TERMINATE IN NEWEL POSTS,OR SAFETY TERMINAL5.HANDt.A1L5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1 112 THE OWNER SHALL ARRANGE FOR SUPERVI510N OF THE GONSTRUGTION Y40RIC TO INSURE GOMPLIANIGE WITH THE GONTRAG'DOGUMI NT5. CRITERIA Q/I A continuous atr barrterstgN be installed in T W DRAWINGS INCH(38 MIMO BETWEEN THE WALL AND THE HANDRAILS. the building envelope. Z (GL,MLMH AND GH) . , MECHANICAL PER MI103 E`; Tt1e exterior thermal ernnslope coiltanlr>s Alr permeable Insulation l 1 0 EXCEPTIONS General requirements shag not be used as a V G Z 5/8"TYPE'X'GYPSUM BOARD AT WALLS{CEILING OF UTILITY.PROVIDE 3/4 HR.FURL I2Jlt�lD!f�C)o�t PROVIDE FRESH AIR FOR MFOH.TWO a continuous air barrier. `/ _ f I.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL P05T AT THE TURN. { Breaks or joints in the air barrier shag be 8eaiing material. FOR 51: I POl1ND PER 5Ql1AIRE FOOT s 0.041g KNUM' R ! =OKE ALARMS 2.THE USE OF A VOLUTE,TURNOUT,STAIRTING EASING OR SIARTING NEWEL SHALL BE ALLOWED OVER OPENIN65-ONE WITHIN 12'OF CEILING{ ONE WITHIN 12"OF FLOOR.EA.OPN6.TO HAVE 15Q.INCH PER 4000 BTU/H 0-r TOTAL INPUT OF ALL sealed, - A.WHEN 501E TC5T5 ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING GAPACITICS OF THE SOIL SHALL BE PART OF 1}E R 141 NERAL SMOKE ALARMS SHALL COMPLY WITH NFPA 12 AND SECTION R314. THE LOWEST TREAD. RPPLIANGE5 IN SPACE.UPPER OPENING DUCT TO BE LEVEL OR VERTICAL. RECOMMENDATIONS R3I4.1 I 15TING.5MOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS r r i 11 il't 'i SHALL BE::STED IN ACCORDANCE HIT R UL 2rI AND UL 2034. GUARDS PER SECTION R312 " The f b barrier in any dropped Lion and any Q shall be sNgned with ttte insulation and arty The Insulation in any R314.2 Nid E REWIRED.SMOKE ALARMS SHALL BE PRO✓IDED IN ACCORDANCE WITH THIS SECTION. R312.1 GUARDS.GUARDS SHALL BE PROVIDED IN ACCORDANCE N';,T4 SECTIONS R312,1 THROUGH R312.L4 MECHANICAL ELECTRICAL PER MI305.1.3.1 Ceiling/attic gaps in the air barrier shall be sealed, dropped ceilingtsoffit shall - . Access openings,tlrop down stairs or be aligned With the air B.WHERE IN PLACE SOILS WITH AN J1LL0WABLE BEARING GAPAGIIY OF LE55 THAN 1,5100 P5F ARE LIKELY TO BE PRESENT AT T 5 R3�4.2.�T`_W�1Y�TRUGTION•SzM1pKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. A LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A REGEPTA;LE`!rLEr SHALL BE knee wall doors to unconditioned attic barrier, ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A$OILS INVESTIGATION R31M 2 2 TLAf10N5 REPAIRS,AND ADDITIONS.WHERE ALTERATIONS,REPAIRS OR ADDITIONS REQUIRING A PERMIT TO OGGUR,OR WHERE R312.1.1 WHERE REQUIRED,6UARD5 SHALL BE LOCATED ALONG of:'.N�SIDED WALKING SURFACES,INCLUDING 5TAIR5,RAMFS,AND LANDINGS, PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 34.EXPOSED LAMPS SHALL BE PROTE�CIEO FROM spaces shall be seated. ONE OR Me: 5LEEPIN6 ROOMS ARE ADDED OR CREATED IN EXI5TIN&DWELLIN65,THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH THAT ARE LOCATED MORE THAN 30 INCHES 062 MM)MEASURED I RTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 3b DAMAGE BY LOCATION OR LAMP GUARDS. Cavities within corners SMOKE r•+l-. .vM LOCATED AS,REQUIRED FOR NEW DWELLINIC�. INCHES(g14MM)HORIZONTALLY TO THE EDGE OF THE OPEN 51DE.:1I8EGT SCREENING SHALL NOT BE CON51DERED AS,A GUARD. and headers of frame TABLE R402.2 xE Cr?ig�;}_ R312.1.2 HEIGHT.REQUIRED 6UARD5 AT OPEN-SIDED WALKINS 5URf.ACM INCLUDING STAIRS,PORCHES,BALCONIES OR LANDIN66,5HALL BE NOT LIGHTING IN STORAGE OR EQUIPMENT SPACES PER E3g03.4 wags shag be insulated by I, ;-VRK 110OLVIN6 E EXTERIOR SURFACES OF DWELLING,5W,H AS THE REPLACEMENT OF ROOFING OR VPIN16,THE ADDITION OR LE55 THAN 36 INCHES(g14MM)IN HEIGHT AS MEASURED VERTIGAL.LY ABOVE THE ADJACENT SURFACE OR THE LINE CONINMTING THE LEADING r completely filling the MINIMUM SPECIFIED GOMPREca51VE STRENGTH CONCRETE r IN ATTICS,UNDER-FLOOR 5PJ4GCS,UTILITY ROOMS AND BASEMENTS,AT LEAST ONE LI6HTIN6 OUTLET SHALL E!F INSTALLED WHERE THESE Tt1e junction ofMte foundation and sill plate cavity with a material REPL.4GEH�1 Lf INDOWS,DOORS,OR THE ADDITION OF A PORCH OR DECK ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. EDGES OF TREADS. SPACES ARE USED FOR STORA6E OR CONTAIN EQUIPMENT REQUIRING SERVICING.SUCH LIGHTING OUTLET SHALL BE CONITP41LLEP BY A WALL shall be sealed. having a thermal A 2. IN1 i7ALLATION,ALTERATION OR REPAIRS OF PLUMING OR MECHANICAL SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF THIS The junction of the top plate and the top oT resistance �I U �., MINIMUM 5PECIFIED COMPRES5IVE STRENGTH (l!"O EXGEPTION5: I.GUARDS ON THE OPEN 51DE5 OF 5TAIR5 SHALL HAvT A HEIGHT NOT LE55 THAN 34 INCHES(664MM)MEASURED VERTICALLY SWITCH OR SHALL HAVE AN INTEGRAL SWITCH.AT LEAST ONE POINT OF CONTROL SHALL BE AT THE UbUAL POINT'OF ENTRY'_THESE walls -�, - �, Of R-3 `,' '. TYPE OR LOCATIONS OF GONIGRETE `�L"ON FROM A LINE CONNECTING THE LEADING EDGES OF TREADS.2._WU'RE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF 5PAGE5.THE LIGHTING OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. wails shall ba sealed. Exteriors therms enve pe { �\ ! d`'h �\ R3!"5 L'x;�iIGN SMOKE ALARMS SHALL BE INSTALL IN THE FOLLOWING LOCATIONS: STAIRS,THE TOP OF THE GUARD SHALL BE NOT LE55 THAN 34 INCS(846MMU AND NOT MORE THAN 38 INCHES(g65NTh1)AS MIEA5URED Knee walls shall be sealed. Insulation fortramed t CONSTRUCTION NEGLIGIBLE MODERATE SEVERE �' ti. `•, G I. IN E/.',H SLEEPING ROOM. VERTICALLY FROM A LINE GONNEGTING THE LEADING EDGES OF TREADS. wags shall be installed in ��,- IY BASEMIENT WALLS,FOMATIONB AND OTHER CONCRETE NOT 2,500 2 500 2,500 2. pt,IT5,^R 1:ACH 5EPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM5_ R312.1.3 OPENIM6 LIMITATIONIS.REQUIRED GUAR'US SHALL NOT HAV".sX'EN1NG5 FROM THE WALKLINIG SURFACE TO THE REQUIRED GUARD HEIGHT ROOF VENTILATION PER RSOb2 - subalr b ai contact and "t EXPOSED TO THE WEATHER 3. ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENT$IBUT NOT 114OLLVIN6 CRAWL 5PAGE5 AND UNINHABITABLE ATTICS. e r THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LE55 THAN I TO 150 OF THE AREA OF THE SPACE VENTILATED_X P i 1NtAT THE continuous alignment with e 1 THAT ALLOW PASSAGE OF A SPHERE 4 INGHE-"102 N1MU OF MORE IA DIAMETER. = a BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT G IN DWELLNGS OR DWELLING,UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE TOTAL AREA 15 PERMITTED TO BE REDUCED TO I TO 300,PROVIDED AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERG.fa OF THE the air barrier. 2,500 2500 EXCEPTIONS: I.THE TRIANGULAR OPENINI65 AT'THE OPEN SIDE OF5'�+IR•FORMED BY THE RISER,TREAD AND BOTTOM RAIL tOF A GUARD, i a {C t 2500 ALARM INS?ALLED ON THE UPPER LEVR SHALL SURFIGE FOR THE ADJAGETIT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 REQUIRED VENTILATING AREA I5 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SP GE TO BE VENTILATED AT LEAST windows,sk I hts and End space between window/door jambs y GARAGE FLOOR SLAGS SHALL NOT ALLOW PASSAGE OF A SPHERE b 1�IGHES(152 MM)IN :AHIETER. f1 �.g THAN ONE.FULL STORY BELOW THE,t1PPER LEVEL. doors and iraming, � . 4. �p 2.SUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENI ICf�THAT ALLOW PASSAGE OF A SRiERE 4 3/8 INCHES(101 N1NU IN 3 FEET(g14MM)ABOVE EAVE OR CORNICE VENTS WITH T}E BALANCE OF THE REQUIRED VENTILATION,PROVIDED BY EAU:OR CORNICE and skylights and framf rtg shalt be sealed.. ' BASEMENT WALLS,FOUNDATION W,4LL5,EXTERIOR WALLS 2 r�Op g 0000 3,crvv 4. SMOKE,ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET HORIZONITALLY FROM THE DUOR OR OPENING OF A BATHROOM THAT VENTS.AS,AN ALTERNATE,THE NET FREE GR055 VENTILATION AREA MAY BE REDl1GED TO I TO 300 WHEN A VAPOR BAJ2RIER HAYING A ' AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE GONTAIN5 A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLJ1GEMlEN7 OF A SMOKE ALARM REQUIRED BY SECTION R3143. DIAMETER. p�m I Rim joists shall be �;'.- q* WEATHER R314 .1 INSTAL TION NEAR COOKING APPLIANCES.SMOKE ALARM SHALL NOT BE INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THI5 R311.4. EXTERIOR PLASTIC COMPOSITE GUARDS.PLASTIC COMPC"iITE EXTERIOR GUARDS SHALL COMPLY WITH THE REQUREMENT5 OF SECTION TRANSMISSION RATE NOT EXCEEDING I PERM(51.4 M6/5-M2-PA)IS INSTALLED ON THE WARM SIDE OF CEILING.,. 10 sts Rim gists shall include the air barrier. Insulated - ' PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 2,900 D,E,F R311.4. 3p00 D,E,F 3,500 WOULD PRE:'JEN1T PLACEMENT OF A SMOKE ALARM IN A LOCATIONS REQUIRED BY SEGTIG>N R314.3. Floor framing paNty HEATHER AND GARAGE FLOOR SLABS I. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 20 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING - , . insuiation shag be APPLIANCE. ELEGTRIGAL NOTES: • Installed 2. IONIZATIO)N SMOKE ALARM5 WITH AN ALARM-SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET HORIZONTALLY FROM A THE SCOPE OF THE ELECTRICAL WORK ENCOW ASSES AN OPERATN6 ELECTRICAL SYSTEM AS,INDICATED ON THE DRAWING AND NLOTED to maintain permanent PERMANENTLY INSTALLED COOKING APPLIANCE. .HEREIN.IT 15 NOT THE INTENT OF THESE DRANY..]r5 TO 5HOh EVER',MINOR DETAIL OF CONSTRUCTION.IT I5 THE RESPONSIBILITY OF THE contactwiththe FOR 51: I POUND PER SQUARE INCH a bbg5 kPA 3, Pi0T0EL°GTRIG SMOKE ALARMS SHALL NOT BE INSTALLED LESS 11iAN b FEET HORIZONTALLY FRAM A PERMANENT INSTALLED COOKING ELEGTRIGAL GONTRAGTOR TO SECURE AND PAY FOR ALL REQIJI ED ELEGiRIGAL PERMITS AND PROVIDE ALL NECESSARY LABOR MATERIAL underside A.AT 28 DAYS P51 AND AND EQUIPMENT TO CONFORM TO THE IW,-- T OF THE SCOPE'%'F WOORK.THE ELECTRICAL INSTALLATION SHALL COMPLY WITH ALL RULES, MECHANICAL APPLIANCES IN ATTICS,PER M00513 floortremi decking,or B.SEE TABLE R301.2N FOR WEATHIERIN6 POTENTIAL APPLIANCE. Floors Includi above The air barrier shaft be installed at a ng cavity R314.4 INTERCONNECTION.WHERE MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN AND REGULATIONS OF THE NATIONAL ELECTRIC:.ODE(NEC),LOCfi BUILDING CODE AND THE REGULATIONS OF THE PUBLIC UTILITY COMPANY ATTICS CONTAINING APPLIANCES REQUIRING,ACCESS SHALL BE PROVIDED WITH AN OPENING A.ND A CLEAR AND UNOBSTRZIED ( ntg ny insulation shall be G.CONCRETE IN THESE LOCATIONS THAT MAY BE%EkEGT TO FREEZING AND THAWING DURING GONSTRUGTION SHALL BE garage and exposed edge permitted to be in contact AIR-ENTRAINED CONCRETE IN ACGORDANCE WITH FOOTNOTE D ACCORDAI42 NITH SECTION RN43,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM FiURNISHING PRIMARY SERVICE. PASSAGEWAY THAN ENOUGH IN ALLOW REMOVAL OF THE LARGEST APPLIANCE,BUT NOT LE55 THAN 30 INCHES HIGH AND 22 INCHES WIDE D.CONCRETE SHALL BE AIR ENTRANED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 WILL AGTIVATEALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHY5IGAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE AND NOT MORE THAN 20 FEET IN LENGTH WHEN MEASURED HANG THE IE IN ACC D THE PASSAGEWAY FROM THE 5 THAN 24 THE cantilevered floors) of Insuiagon. with ttte top Side otstleathing, REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUNDS UPON ACTIVATION OF ONIE ALARM,EXCEPTION: APPI.IANIGE.THE PASSAGEWAY SHALL HAVE GONTINUOU SOLID FLOORING IN AC.GORDANGE WITH GRAFTER 5 NOT LE55 THAN 24 IW.HES WIDE. or continuous Insulation PERCENT OR MORE THAN 1 PERCENT INTERCONNECTION OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR REPAIRS DO NOT RESULT N ALL MATERIALS,EQUIPMENT,DEVICES,EEG.UTILIZED IN THE WORK,SHALL BE UNDERWRITERS LABORATORY NU LISTED AIJD SHALL BEAR THE LL A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE AFPLIANIGE WHERE installed on the underside E.SEE SECTION R402.2 FOR MAXIMUM CEMENTITIOVS,MATERIALS CONTENT LABEL. REMOVAL OF INTERIOR WALL OR CEILING FINISHES F-XPO51NO THE 5TRUCTURE,UNLESS THERE I5 M ATTIC,CRAWL SPACE,OR BASEMENT ACCESS 15 REQUIRED.THE CLEAR AGG1E55 OPENING DIMEN510N5 SHALL BE A MINIMUM OF 20 INCHES BY 30 INGHCS,WHERE 5UGN DIMENSIONS of floor framing arxl F.FOR GARAGE FLOORS WITH A$IEEE-TROWELED FINISH,REDUCTION OF 1'HE TOTAL AIR CONTENT(PERCENT BY VOLUME OF � ARE LARGE ETNOUGH TO ALIAW REMOVAL OF THE LARGEST APPLIANCE. extends from the bottom U lJ CONCRETE)TO NOT LE55 THAN 3 PERCENT 15 PERMITTE�D IF THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE 15 AVAILABLE THAT COULD PROVIDE ACCESS FOR INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES. HEATING AND VENTILATING SYSTEM SHALL BE DESIGNED BY A ME"HANICAL ENGINEER to the top of all R2245 COMBINATION ALARMS.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE L15ED IN LIEU OF SMOKE perimeter flooriraming INCREASED TO NOT LE55 THAN 4,000 P51. A-ARMiS PLUMBING SYSTEM NOTES: �r"�re- R 14 POWER G SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING 15 SERVED o r ,r. Where provided instead THE SCOPE OF THE PLUMBING WORK ENGOF,ASGE5 AN OPERA IN r PLUMBING SYSTEM GON515TING OF DRAINAGE,WASTE AND VENT PIPING,HOT Exposed earth in LN1vented crave spaces of floor Insulation, TABLE 3.28 BOTTOM PLATE TO FOUNDATION GONNEGTIONS(ANCHOR BOLTS) FROM A GCMMERCIAL 51DURCE AND,WHERE PRIMARY POWER 15 INTERRUPTED,SHALL RECEIVE POYVER FROM A BATTERY.WIRING SHIA LL BE AND GOLD WATER DISTRIBUTION SYSTEM,A`O PLUMBING FIXTIAIF.'i COMPLETE WITH TRIM AND TRAPS.TIE INTO EXISTING FL"UMBIN6 LINE AS, THIS H C 2016 Crawl space walls shag tie Insulation shalt be n/ RESISTING LATERAL A'ND SHEAR LOADS FROM WIND PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN TH05E REQURED FOR OVERCURRENT PROJECTIOON.EXCEPTIONIS; 1.SMOKE REQUIRED THIS HOME MEETS THE OVERALL THERMAL PERFORMANCE REQUIREMENTS AND VERIFICATIONS OF THE ENERGY CONSERYATI04 CODE OF NEW I I/ ALARMS 5H.4LL BE PERMITTED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHIOUT GON�iERGIAL POWER 2.5MOKE ALARMS ,PORK STATE-201b BASf�ON CLIMATE ZONE 4A, covered with a Class Ivepor retarderwithi permanently attached to JJJ---->rrK--- overtopping joints taped. the FOR EXPOSURES B tf C AND ALL WIND SPEEDS IN ACCORDANCE WITH SECTION P314,2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. ALL WORK SHALL CONFORM TO THE APPLICABLE PLLMBINE,:'O',K,a;AND ALL PERTINENT LOCAL REGULATIONS APPLICABLE TO THIS SECTION. . - crewlspace walls. 12 3,4 R314.'1 FIRE ALARM SYSTEMS.FIRE ALARM SYSTEMS SHALL B E PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS AND SHALL COMPLY WITH PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL INSPEG-•ei'_.,M PAY SUCH FEES AS,MAY BE THEREBY INCURRED,PERFORM OR OBTAIN HEATING. EFFICIENCY: 415 AFUE Duct shafts,utility penetrations,and flue ANCHOR BOLT DIAMETER (ill) MAXIMUM ANCHOR BOLT SPACING(IN)' ' SECTIONS R314.1.1 THROUGH R314'1.4 ALL TESTS AS MAY BE REQUIRED,SUFPLYINO ALL LABOR W NETRUMENTS NEEDED AND PAY SUCH CO5TS INCURRED. 51,000 BTUH shafts R311.1 GEN IE(t�.FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISION5 OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT GIVE CAREFUL CONSIDERATION TO THE WORK OF OTHER TRAfiL-�•AND ORGANIZE THE WORK 50 THAT IT WILL NOT INTERFERE WITH THE OTHER GOOLIN6: EFFICIENCY: 123 EER 15 SEER-4 TON StTatTs,penetrations opervrlg tc exterior or uixxrxfltiont3d speae 3M' PROVISION'CF NFPA 12.5MOKE DETECTOR5 SHALL BE LISTED IN ACCORDANCE WITH UL 26b. a 45 0 BTUs shall be < M/y 48" TRADES.EXAMINE THE 517E AND PLANS AND BE FULLY INFGRMEG' .EGARDINJG LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF ALL '� sealed. 2 g/g• _ R314.1.2 LO:AfIONN,SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN SECTION R314.3 EQUIPMENT AND MATERIALS AS,WELL AS,ALL CONDITIONS REISMAN&SERVICE CONNECTIONS,GRADE,GROUND CONDITIONS AND ALL FACTORS R314.13 PERMANENT FIXTURE.WHERE A HOUSEHOLD FIRE ALARM SYSTEM I9 INSTALLED,IT SHALL BECOME A PERMANENT FIXTURE ON THE INVOLVED IN THE COMPLETION OF THE WORK USE ONLY UL IBI FOIL TAPE Batts in narrow cavities .. uM1TS ARE. BASED OIY ASSUMP410NS ill TABLE A-3.2 shall be cut to fit,or t PRA ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL AND SHEAR LOADS THE MAXIMUM ANCHOR OCCUPANCY,iWMED BY THE OWNER. MANUAL J{ MANUAL 5 PROVIDED. O s BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABU]-DEED VALUES FOR UPLIFT LOADS R314.1.4 t'CiMINATION DETECTORS.GOMBINIATION OF SMOKE AND CARBON MONOXIDE DEiECTORS SHALL BE PI3tMITTED TO BE INSTALLED IN FURN15H AND INSTALL ALL SLEEVES,HANGERS,INSERTS,AW,HORS AND APPURTENANCES AS MAY BE REQUIRED FOR PROPER EXECUTION AND narrow cavities shoo be (TABLE A-3.2C)OF LATERAL AND SHEAR LOAIDS(TABLE A-3.2ts).FOR OTHER ANCHOR BOLT LIMITATIONS Narrow cavities tilled byinsllfationthat SEE SECTIONS 3.2.1.7 AND 3.2.2.3 FIRE ALARM 1Y5T'EM5 IN LIEU OF SMOKE DETECTORS,PROVIDED THAT THEY ARE LISTED IN ACCORDANCE WITH VL 266 AND UL 2015. FUNCTIONING OF THE PLUMBING SYSTEM. REQUIRED INSPEGTIDNS/TE5T5: on installation readily ALL PIPING SHALL BE INSTALLED TO PROVIDE FOR EXPAMION AJID CONTRACTION WITHOUT STRESSING PIPE OR EQUIPMENT.HORIZONTAL BLOWER DOOR TEST conforms to the available ( \ TABULATED ANCHOR BOLT SPACINGS FOR SHEAR LOADS ASSUME WALLS ARE SHEATHED IN MiECHANICAL VENT TEST cavity space. \ ' t ACCORDANCE WiTH SEG1 ION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT DRAINAGE AND VENT PIPING SHALL BE GRADED AT A MINIMUM CiF I/8'PER FT INTO THE SYSTEM.VERTICAL PIPING SHALL BE PLUMBED IN 11NO J SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3,M7D, R315 GAH:$ON MONOXIDE ALA RM5 DIRECTIONS.PROVIDE NON CONDUCTING UNIONS WHENEVER W WE',',TIN6 DISSIMILAR METALS IN THE PIPING SYSTEM. DUCT LEAKAGE TEST Air sealing shall be provided between the BUT iN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED VON CENTER R315.1 GENES CARBON MONOXIDE SHALL.COMPLY WITH SECTION R315. Garage separation garage are -. LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST THE LOADS iN TABLE 3.5. R 15.1 I I TT�CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034.COMBINATION CARBON MONOXIDE AND FURNISH AND INSTALL STOP VALVES,ESCUTCHEON PLATES,J1410S,VENTS,ETC.A5 REQUIRED FOR THE PROPER EXECUTION OF THE WORK.ALL conditioned spaces. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND VL 211. PIPING EXPOSED TO VIEW WITHIN THE COMPLETED SPACE 5HAL.L BE POLISHED CHROME OR BRASS AS SELECTED BY OWNER. Recessed light fixtures installed in tha Recessed light fixtures CLIENT HOWLEY TABLE`5.2G BOTTOM PLATE TO FOUNDATION CONNNEGTION5(ANCHOR E30LT5) R31a.2 WHLF�REQUIRED.CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THI5 SEGTION5 R315.2j ANDR315.2.2. CONNECT ALL PLUMBING EQUIPMENT R1RNI5HED BY THE OWNER CF BY'THE PLUMBING GONTRATOR AND THIS SECTION REQUIRING WATER RE515TING UPLIFT LOADS FROM WIND R31a•.2I REAZMTRUGTION.FOR NEX CON5TRUGTIO CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN DWELLING UNITS MERE EITHER OR Recessed lighting u ng installed Innis building thermal ernrelope shall be sealed to the thermal envelope stnail be >N, DRAINAGE,WASTE AND OR VENiTING drywall. air tight and IC rated. DATE BOTH OF THE FOLLOKNIG CONDITION5 EXIST. '100-YR WIND SPEED 3=SECOND GUST(MPH) 130 140 ALL CONGEALED WORK SHALL REMAIN UNCOVERED OR NOT INSGU\LED UNTIL REQUIRED TESTS HAVE BEEN COMPLETED AND APPROVED.IF 50 Bett insulation shah be cut I. THE CNELLING UNIT CONTAINS A FUEL-FIRED APPLIANCE. REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR PRIOR TE".15 OF SPECIFIC PORTIONS OF WORK INVOLVED. neatly to fit around SILL OR BOTTOM PLAiT:TO PLATE 1,2 2. THE DNELLING UNIT HAS AN ATTACHED GARAGE WITH AN OPENING THAT COMMUNICATES WITH THE DWELLING UNIT. wiring and plumbing - FOUNDATION ANCHOR SL A FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING (INU R315.2.2 AL"RATIONS.REPAIRS,AND ADDITIONS.WHERE ALTERATIONS,REPAIRS OR ADDITIONS REQUIRING A PERMIT TO OCCUR,OR WHERE In exterior wails,or BOLT CONNECTION RESISTING ONE OR MOITE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH ALL TESTS° LL BE PERFORMED IN ACCORDANCE WITH ALL NPLIGABLE CODE REQUIREMENTS.TESTS SHALL INDICATE plumbing and wiring Insulation that on D12WN BY RDB GAMCIN MCIOXIDE ALARMS LOCATED AS,REQUIRED FOR NEW DWELLINGS. ADEQUACY ACCEPTABLE QUIETNESS AND CONTINUOUS OPERATION OF ALL EQUIPMENT WITHOUT OVERLOADING IWI LURING irnstallation readily - 8'END ZtONES CORRECT VOLUMES,PRESSURES AND SATISFACTORY TEMPERATAE5 AN1D VELOCITIES.DEFECTS DISCL05EI2 13Y SUCH TESTS conforms to � EXCEPTIONS: SHALL BE MADE GOOD AND THE DEFECTIVE PARTS MADE 600D AT NO ADDITIONAL COST TO THE OMER.TESTS SHALL BE available space shag w GHKV 13'r 2X4 1-3 STORIES 43' 35, 1. WORKINVOLVING THE EXTERIOR 5URFAGE5 OF DWELLING,5UGH A5 THE REPLACEMENT OF ROOFING OR 51DINT6,THE ADDITION OR extend behind piping and � REPEATED AFTER GORURCGIIONS HAVE BEEN MADE.TEST PRCC151RE5 SHALL BE MAINTAINED FOR A GONTINU)OUS TWELVE INTERIOR ZONES REPLfGEMENT OF WINDOWS,DOORS,OR THE ADDITION OF A PORCH OR DECK,ARE EXEMPT FROM THE REQUIRFMI7NT5 OF THIS SECTION. wiring. � - SATE 2/2/It: 2. IN5TAILATION,ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF TH15 HOUR PERIOD. LLJ - Theair 4alrier installed at axtefior 1-3 STORIES 50" 41, SEGTiONL UPLIFT LOADS R3�,3 ECTIrl CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPIND AREA IN THE UPON COMPLETION OF THE WORK ALL FIXTURES SHALL BE THORAISH-Y GLEANED WITH SOAP AND WATER ADJUSTED AND LEFT READY ShowerAub on exterior waits adjacerrt to Exterior wapsadjacent to w 8'END ZONES FOR USE.THIS SECTION SHALL BE RESPONSIBLE FOR PROTEC,1'IO.V OF ALL FIXTURES TO INSURE THAT ALL ARE IN 6000 CONDITION ON ,�yall showers and tubs shall separate them fronn showers and tubs shelf ry f IMMEDIATE�IGINITY OF THE BEDROOMS.WHERE A FUEL-BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, JOB COMPLETION.REPAIR AND TOUCHUP TO THE OWNERS 5AT15FAt,TION FACTORY FINISHED SURFACES,SPECIAL COATING,AGOVSTIGAL the be insulated. REV1510N5 2X6 1-3 STORIES 51, 42" A CARBON iONOXIM ALARM SHALL BE INSTALLED WITHIN THE BEDROOM, TREATMENTS,EEG.THAT MAY BE DAMAGED DURING 11�PROGRC-5�i OF THE WORK. showers and tubs. (n INTERIOR ZONES 15 4 MI(NATION ALARMS.COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE PERMITED TO BE USED IN LIEU OF CARBON The air barrier shall be installed behind = I-3 STORIES 60• 4g. MONOXIDE A-ARM5. . electrical or 3�,5 POWER URGE.CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING o e xterior wale box C_� 15 SERVED FROM A COMMERCIAL SOURCE AND,WHERE PRIMARY POWER 15 NTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY.WIRING DUCTS IN UNCONDITIONED SPACES MUST BE INS]LATER TO R-5 on exterior wags I hall be cation boxes or air sealed hoxe� shall be � WOOD FRAMING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION.EXCEPTIONS: I. lnstalied. J ALL HOSE BIBB LOGATIDNS SHALL BE AS INSTF'UGTED BY OWNER ALL JOISTS,BEAMS,RAFTERS AND OTHER LUMBER,SHALL BE GONSTRLI'iTION GRADE t 2,DOU6-FIR-LARCH,FB=815 P,5.1.,OR APPROVED CARBON Mr,+NOXIDE ALARMS SHALL BE PERMITTIED TO BE BATTERY OPERATED WHERE INSTALLED IN BUILDIN65 WUTHOUI COMMERCIAL POWER. HVAC register boots that Q EQUUAL,EXCEPT WERE SPECIFIED OTFIERK5E. PROVIDE 5TRUGTURAL DIAGONAL BRAGINIG AT EXTERIOR WALL CORNERS And WAIL 5T U D5 2.CARBON MONOXIDE ALARMS IN ACCORDANCE WITH SECTION R315.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. penetrate Gl OTHES DRYERS EXHAUST SHALL GOMI'.Y WITH SECTION RMI HVAC reDister boots t nvelop tishah l SHALL EXTEND THE FULL HEIGHT. •� ernrelope shah be sealed to the s1.�fioor or SILLS,AND ALL YJDOD IN CONTACT WITH THE CONCRETE SHALL BE TREATED LUMBER ACQ GRADE s2,SOUTHERN PINE,FB=615 P5.1.OR DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL DEWIER 5Y51 EMS,SHALL CONVEY iNE N10151URE TO THE OUTDOORS AND SHALL drywall O APPROVED EQUAL R315b GAR GN MONOXIDE DETECTION SYSTEMS.CARBON MONOXIDE DETECTION SYSTEMS SHALL BE PERMITTED TO BE USED IN LIEU OF TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAUST DUCT TERMINATIONS SHALL BE IN AGCORDANIGE WITH THE DRYER When required to be sealed,concealed = ANY FLASHING IN CONTACT WITH AC•Q TREATED LUMBER MUST BE COPPER COATED,STAINLES5 STEEL OR DOUBLE DIPPED GALVANIZED CARBON MONOXIDE ALARMS AND SHALL COMPLY WITH SECTIONS TEMS 1 THROUGH PLY W.IT fire sprinklers R315b.1 GETLERAL:HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEMS SHALL COMPLY WITH NIFPA 120.CARBON MONOXIDE DETECTORS MANUFACTURER 5 INSTALLATION IN5TRVGTIONS.SCREENS SHALL NOT BE CONNECTED AT THE DUCT TERMINATION EXHAUST DUCTS SHALL BE TIC, shag ony t1e sealed in a mariner that is SHALL 13E LISTED IN ACCORDANCE WITH LL 2015. EQUIPPED WITH A BACKPIWT DAMPER.FLEXIBLE TRANSITION DU75 USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM �� recommended (Y =. CLEARANCE: WOOD FRAMING SHALL BE AT LEAST&'ABOVE ADJAGENIT GRADE. R315b.2 LOCATION.CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN SECTION R3153.THESE LOCATIONS SHALL BE LIMITED TO SINGLE LENGTHS NOT TO EXCEED&FEET IN LENGTH.MAX LENGTH OF A CLOTHTES DRYER SHALL NOT EXCEED 25 T1iE5E DRAWIN65,PREPARED FOR THE SPECIFIC PROJECT INDICATED S AN IM5IRUMENT OF SERVICE AND THE PROPERLY OF CUSTOM Concealed sprirtklere by the manufacturer.Caulking or other >- JOB NO. ALL LAMINATED VENEER LUMBER(L'VL)SHALL BE E=2.0 BY TRUSS JOIST OR EQUAL.PROVIDE BLOCKING AS,PER MANUF. $PEGS AND THE FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. DESIGNED RESIDENCES.INFRINGEMENT OR ANY USE OF THESE DRAWING FOR ANY OTHER PROJECT OR OWNER,OTIER THAN THOSE INDICATED adhesive � \ SUPERSEDE THE LOCATIONS SPECIFIED IN NFPA 120. ON THESE DRAWINGS 15 PROHIBITED.ANY ALTERATION OR REPRODUCTION OF TH15 DOCUMENT 15 ALSO PROHIBITED BY LAW(WITHOUT THE sealants shag trot be useed to fill voids CD ! RESIDENTIAL CODE OF THE NEW YORK STATE R315b3 PERMANENT FIXTURE.YIHERE A HOUSEHOLD CARBON MONOXIDE DETEECTION SYSTEM 6 INSTALLED,IT SHALL BECOME A PERMANENt HEADER5: 2-2'XIO'UNLESS SPECIFIED OTHERWISE. IN BEARING WALLS,HEADERS SHALL REST ON DOUBLE SILM,EACH SIDE. WRITTEN CONSENT OF THE ABOVE SAID ARCHITECT. se nkletr cover lates and walls or ceili 1 ` FIXTURE OF THE OGG�ANIGY AND OWNED BY THE HOMEOWNER. p' P ngs. R315b4 COM13INATION DET'EGTORS.COMBINATION CARBON MONOXIDE AND SMOKE DETEGTOR5 SHALL BE PERMITTED TO BE INSTALLED IN � SHEET NO. SOPPORTS: PROVIDE STRUCTURAL SUPPORTS BELOW EACH P05T OR STRUT A5 REQUIRED. CARBON MONOXIDE DETECTION SYSTEMS IN LIEU OF CARBON MONOXIDE DETECTORS,PROVIDED THAT THEY ARE LISTED IN ACCORDANCE NTH TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFE5510NAL JUDGEMENT,THESE PLANS AND/OR 5PEGIFICATICM ARE IN COMPLIANCE WITH THE a.in additttm,ins £non of walls shall be in accordance with the Z BRIDGING: WOOD OR METAL,8'-O"O.G.MAXIMUM;2 NAILS PER END.INSTALL PER MANUFACTURES SPECIFICATIONS UL 2015 AND UL 26b. 2015 INTERNATIONAL RE51DENTIAL CODE OF THE STATE OF NEW YORK WHICH INGLUDE5 THE STANDARD DE516N OF 130 MPH WIND DE51GN AND p� � provisions of iCC-400. THE 2015 EDITION OF THE WFGM WOOD FRAME CONSTRUCTION MANUAL . - Q PARTITIONS:PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS UNLESS INDICATED TO BE MORE.PROVIDE DOUBLE JOISTS -. s t t '„ t UNDER BATHTUBS. !_�,t ,_`-z' « :a ) EXTERIOR CORNER5: 3-2'"4".INT'ERIOR GORNER5 3-2'"4' EXTERIOR WALLS: 2'"4",I6'O.G. INTERIOR WALLS 2'x4")6"o.c.LJNLE55 ^,` - ,f OTHERWISE NOTED h •e Q Uw - +r 4 ''t . ". .. ....,) 1 "6"NNa WIRE STA+t>~•I] A)40 04MENCKED Oil, lvmril DE515N GALGULATION5 CXWPACTED sofL TO R301.2.2.2.1 WE16HT:> OF MATERIALS IL AVERAGE DEAD LOAD;i SHALL NOT EXCEED 15 PSF FOR ROOFS/GEILIN6 ASSEMBLIES OR 10 PSF FOR \ 3 ' F►t7€ CII RUNaF r. 13 *tt t+t ter, FLOOR A55EMBLIC-S EXCEPT AS FURTHER LIMITED BY SECTION FMOI.2.2 DEAD LOADS FOR uryosr WALLS ABOVE &FASTS SHALL NOT EXCEED- 1 0 Z II4,5`1 �� rt -- OOI7 WALLS. f- I. FIFTEEN PSF- FOR EXTERIOR LIE.7HT-FRAME W o Q 1P - - 2. FOURTEEN PSF FOR EXTERIOR LIGHT-FRAME GOLD-FORMED STEEL WALLS. 4�T00� - --� -n h1 - a . -_ j N OI7 WALLS. P>� Ol ,U _ y S. TEN PSF F`OR I NTERIOR L I C�HT FRAME WO �--- { f>1 �� 2 O I --- �� - I - i 4. FIVE PSF FOR: INTERIOR LIGHT FRAME GOLD-FORMED STEEL WALLS. - _ i � .. S. 1=16HTY P'3F FOR 8-INI H-THIC I< MASONRY W,4LLS. LI RA15E �7 a' a -� !/ '�z 1 �S' EXISTING FLOATING DOCK - _ _ I I `=' 6. EIGHTY-FI��E PSF FOR 6-INCH-THIGt< CONCRETE WALLS. oaDs NOT EXCEEDING 2s PSF SHALL BE R 'y,o AND RAMP TO BE REMOVED EXCEPTION=ROOF/CEILING DEAD L - PERMITTED PROVIDED THE WALL ORACIN6 AMOUNTS IN CHAPTER b ARE KR �QQ '( \ INGREASEG Ill AGGORIDANGE WITH TAaL-M RS01.�.�.2.1. �}- � j \� O � L Y INSJT ►� ,. � OTI�.`A► 1� ► .� 7C ?\ FXST �pft� �,'o �__--_---`MP 9 ' (CR0 .� ETIC?i �� %I i �\ �ti - tIN( ODRW? I 1.-.EX,CAVATE •SHE TRC04CH. 2., PLACE AND STAKE STf Avg bALL::3- MINIMUM UNIFORM DISTRIBUTED DE51ON LOADS �- I -- --___ \ \ _ -_EX15 ____ I II (TABLE R501.5) IN POl1ND5 PER SQUARE FOOT = W \ a 1 III ' I GRAVEL 1'�� -� - \ ILy,, ... _AN(Mf. F'II I SSE LIVE LOAD ! Y I I N �\ �_A ATTICS WITH LIMITED STORAGE 6H 20 PSF ` TWO GAR ua y , CQ .".r.~. ---"" �,.:.---- J , I 5ETBK w ATTICS WITHOUT STORAGE FRONT Y B 10 P5F ® Q R ^" PERMS X PAVLR tlRly) gY � � � P� ` \ LANDWARD LIMIT OF TIDAL DEGKSE 40 PSF CYST?,, - GRAVEL FL.EL. = II0 1:� � I ` ,1p` 5 �' ✓"MIL-p LI 0� � \ VrEiLPJ�S A5 VERIFIED BY :.►,... "y r---'" I EXTERIOR BALGONIL=5 \ 12ATYON t Y: DULY :2,2 OR5 .....- 60 P5F 'I DATED: ,uLY 22,2015 PABLE I irtlstkl VEL FIRST ESCAPES 40 P5F O ��r� 6UARDRAILS AND HANDRAILS r'D 200 P51 II `I ,•o / �1"' a°ING 'y� vvr GUARDRAILS IN-FILL COMPONENTS 50 PSI rG noF-- AN(� Id DfA MIN LLING '�" O \ O• PA55ENCeR VEHICLE &ARA6 50 PSFE5�'` ROOM5 OTHER THAN 51 E SFPIN6 ROOMS 40 P „nQO ,\ so PSF Nr Yp �i� ��`� �\ `'� -(4 `- ' ;.-.-^'..- ► I ,-i11�~ SLEEPING ROOMS Ex5T6. O l To RIVEP(AY rBk I �� ®�•� �- (0: 10 Gj -:3 STAIRS 40 PSF MovEo / ` �.�! �P LINE FOR 51+ I POUND PER SQUARE FOOT■OA4?1I KN/M?1 5Q INCH■645 MM?I POUND■4.45 N. Q^ - _ ST6.vwywy ,` � s \r0(\ A. v � •}j ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTIN&A ZA00-POUND LOAD \ '^f.. BAGKFILL AND CONF'A i +k- A. EL.EV _15QUARE-INCH AREA �s4 t0 Q \ N 3.' WEt'3G�:I:t)b5E STRAW I9E'T'wEIEN 9AtES. EXCAVATED soil". APPLIED OVER A 20 B. APPLIES TO ATTIC, SPACES MEETING THE REQUIREMENTS IN SECTION R802.4.1 FOR �OFfiiStt 51• / d•�__ CONVENTIONAL GEIL_IN6 JOISTS AND SECTION RSOZ.10'f FOR TRUSSES.ATTICS WITHOUT / j'- \\ / _ STORAGE ARE TH051- WHERE THE MAXIMUM CLEAR HEIGHT BETwErL JOISTS AND RAFTER 15 ¢ / I ° • \.l G O N S T E�U CT 1 C.�N O F STRAW 'BALE B A R R I cv Fi LESS THAN 42 INCHES,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH / FRONT 'O _- _ y �� ' THE SAME WEB GONFIC4RATION CAPABLE OF CONTAINING A RECTANGLE 42 INCH HIGH �O `J BY 2 FEET WIDE,OF:GREATER LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS 1 ( y WITHOUT STORAGE,THIS LIVE LOAD NEED NOT BE ASSUMED TO AGT CONCURRENTLY WITH / / S�r /� \ I 11��M�1�tTep. I ) X5TG.1 e� �\ LINE or- a, G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE EXSTG, 7 LING LOAD OR A'= 1-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF A 4 5QUARE \ �\ 5BP T BE Maximum INGHL=S, WHIGHE:\/E:R PRODUGE:S THE: G1RE:ATER STRESSES �� U '� It D.A SINGLE -ONCDMkTE0 LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. E. SEE SECTION R•502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS \ /\�`�` / // I ` \ �I\ \ \�'d \ Level Contour F.6UARD IN-FILL GOMPONENT'S(ALL THOSE EXCEPT THE HANDRAIPP 13ALMTERS AND PANEL LIED NORMAL LOAD O // \ \ 1 \ \ / + /> QQ� \ No 51ope _ FILIER5 SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL A \ / O \ yjO \ _ 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO O �` _ _ _ _ ACT CONCURRENTLY WITH WITH ANY OTHER LIVE: LOAD REQUIREMENT. 1�WLEEGHINY P 5-NV '(�•� \ I I I =111 _ 11I `- III III=III=LI I= = III = III = I I I &.APPLIES TO ATTIC SPACES NOT MEETING THE RBOVIREMENT5 FOR 5TORA6E PER FOOTNOTE ,�/S\ `�rO - ^-' - r~��y-- I I B. SEE SECTION Ft802.4.2 FOR CONVENTIONAL CEILING JOISTS AND SECTION �Jj• ,V Q�/ O p \ - RNrf, T� \ �y '-1 I iT T r T I t Ili + R802.1Ob FOR TRLU55E5.FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH �� `� \ AND DRAIN MG. ` �� TRUSSES,THIS LIVE LOAD NEED ONLY BE APPLIED TO TH05E PORTIONS OF THE BOTTOM �` �4 ��t'��,��` ------� bD�MgN ) 3 AtD/6RVl.SELOWRIN5. v, ! \ t1,1_11I_ lfl_lil CHORD of NOT LESS THAN TWO ADJACENT TRUSSES WITH THE SAME WEB GOW10URATION / Q,, - ELEVATION CONTAINING A RECTANGLE 42 INCHES HIGH OR GREATER BY 2 FEET WIDE ;OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL i G�/ \ `IO'DIA MIN co \ FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRUSS \� �,_, MEMBER, PROVIDED THAT EACH OF THE FOLLOWIN6 CRITERIA IS MET. 1,0 I.THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING IN \b \ / �� AGGOtR=D,41VGE= lam!I T�-f SL=GT1 O1V 80-7.I; ^N=> \ Flat Slope to Front of Barrier. ----� 2. THE TRU55 SMALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. H. ATTIC 5PACE5 SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM ' NOTE: ER05ION CONTROL WILL BE PROVIDED BY HAYBALE5 AND SILT 56,REENING L I�/E LOAL7 t3PEG I I=I E17 FOR eL1EEP I NC ROOMS AROUND THE AREA OF CONSTRUCTION. STORM WATER TO BE MAINTAINED ON SITE. / 16' Minimum Sa o, FLOW d •o �III Iil�ltl�lli = 111 � 111 = 11i WINDON EORE55 50HEDULE (ALL 5LEEPING ROOM5) ZONE: RE5IDENTIAL R-40 � S o� 0 ,I l t_I E _ LOT AREA: 2g,482.00 5F �..� lit i FLOOR REOUIRED CLEAR OPENING S S 16'Minimum 6 1 III ! = III AS A SECOND MEANS OF EGRESS 1 NON-HETLAND AREA: 21,0110.00 SF d�O � �� _ - Min - - �� WETLAND AREA: 1,512.00 5F \ �d o. �,�- ,��` FIRST 5.150 FT MINIMUM BUILDING - EXISTING - BASED ON LOT AREA (21,482 5F): BUILDING - EXISTING - NQN-WETLAND AREA (2"1: 10 5�):� SECOND 5.77 50 FT MINIMUM\ � LOT COVERAGE ALLOWABLE: 5,5g6.40 SF 20.00 % NWA COVERAGE ALLOWABLE: 5,582.00 SF 2}E��.00 % � �� \'y�� o SECTION �\ 1. PROVIDE AT LEAST(1) WINDOW(OR DOOR) IN EACH HABITAL SPACE LOT COVERAGE EXSTG. BLDG.: 2,eW.16 5F Q.57 % NWA COVERAGE EX5T6. BLDG.: 2,&20.16 5F IC.I FOR EMER6EN:::Y E50APE IN CONFORMANCE WITH N.Y.5. GORE SECTION R 0 L IMPERVIOUS - EX5TG. DRIVEWAY: 1,026.81 5F 3.4& % IMPERVIOUS - EXSTG. DRIVEWAY: 1,026.81 5F ..bb 5o \ / Uj MIN OPENING OF 5"1 5Q FT (5.O 5Q FT AT&RAVE LEVEL WHEN 15 LESS THAN 1�4" OR LE55) W/MINIMJM NET HEIGHT 24" AND MINIMUM ® IMPERVIOUS - EXSTG. PAVED: 2,155.52 5F �.31 % IMPERVIOUS : EXSTG. PAVED: 2,i55.52 5F 1.�2 0 - WIDTH OF 20 i3OPERATION W/O NEED FOR TOOL5) BOTTOM OF OPE IMPERVIOUS - EXSTG. TOTAL: 6,003.Oq 5F 20.36 % IMPERVIOUS EXSTG. TOTAL: 6,003.Oq 5F 21.51 /o �o/ s '�- ��\ 11= I!I i 1 I =1 I I Trerich to be 44" MAXIMUM A�F.F. 2. ALL WINDOWS MUST BE ANDERSEN "LOW E" OR APPROVED EQUAL .._ III :I i Backfi OINABLE DEFLECTION OF STRUCTURAL MEMBERS BUILDING - PROPOSED - BASED ON LOT AREA (2q,482 SF): BUILDING - PROPOSED - NQN-WETLAND AREA (�1,g10 SF): N i I I i I _ and ALL o 01 Wrap Geotextile \ Gom acted LOT COVER. PROP. - HABITABLE: 2,552.20 5F 8.5q % NWA COVER. PROP. - HABITABLE: 2,532.20 5F q.07 % Around 5takee III III p (TABLE IZ301.-f) LOT COVER. PROP05ED - GARAGE bg2.65 5F 2.55 % NWA COVER. PROP05ED - GARAGE bg2.65 5F 2.45 % � � Beforc Drivin ONE STORY AREA CP 1 9 III I I I STRUCTURAL MEMBER ALLOWABLE DEFLECTION LOT COVER PROPOSED-R.O.PORCHES: 1,05g.50 5F 3.5q % NWA COVER.PROPOSED-R.O.PORCHES: 1,05q.50 5F 3.80 % _ TWO STORY AREA LOT COVER.PROP05ED -OVERHANGS: 4g2.31 5F 1,67 % NWA COVER PROP05ED-OVEMAN65: 4g2.31 5F 1.76 % HAVING SLOPES GREATER THAN 5/12 L/160 LOT COVER. PROP05ED - TOTAL: 4,116.12 5F 16.20 % NWA COVER. PROPOSED - TOTAL: 4,116.12 5F !7.12 %� 1�� - GARAGE AREA n RAFTI=R5 WITH NO FINISHED CEILING ATTACHED TO RAFTERS LANDSCAPING - PROP05ED - BASED ON LOT AREA(2q,482 5F): LANDSCAPING - PROPOSED - NON-WETLAND AREA (21,g10 SF : -ROOFED-OVER PORCH . �� Sections Fence Posts;-the length shalt be n minimum of 32 inches. Wood INTERIOR WALLS AND PARTITIONS H/160 DRIVEWAY IMPERVIOUS SURFACE: 0.00 5F 0.00 % DRIVEWAY IMPERVIOU5 SURFAGE: 0.00 5F 0.00 % [ -5ECOND FLOOR DECK / �� VP of Silt Fence Posts shall be 2-by-2 inches hardwood of sound quality. The WALKWAY IMPERVIOUS SURFACE: 155.g2 5F 0.63 % WALKWAY IMPERVIOUS SURFACE: 155.12 57 0.61 % r0 maximum spacing between posts shall be 10 ft. FLOORS AND PLASTEIREO CEILIN63 L/560 IMPERVIOUS SURFACE - TOTAL: 05.12 5F 0.b5 % IMPERVIOUS SURFACE - TOTAL: 185.c12 5F 0.67 go / Silt Fence Fabric shall be ODOT Type C Geotextile Fabric ALL OTHER STRUCTURAL MEMBERS U240 BUILDING t LANDSCAPING - BASED ON LOT AREA (241,4b2 5F): BUILDING 4 LANDSCAPING - NON-WETLAND AREA �21,110 SF): TOTAL IMPERVIOUS 5URFAGE: 4,gb2.64 5F 1b.83 % TOTAL IMPERVIOUS SURFACE: 4,162.64 5F 17.7& % _ EXTERIOR WALLS WITH PLATER OR STUCCO FIN15H H/360 EXTERIOR WALLS-WIND LoAoe WITH BRITTLE FIN15HE5 U240 FRONT YD.5ETBAGK EX5TG.: 22.10 FEET OR151 NAL AREAS D I ENS I ONS: 5-I'1-Iq RAISE 1st FL ELEV/ADD 2 STEPS/RAISE GRADE I FRONT YO.PROP05ED- BLOG.: 40.00 FEET 40.00 FOOT MINIMUM 4-12-18 PERMEA ,VER-D EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES LA20 SIDE YD.SETBACK EXSTG.: 36.00 FEET AREAS: GHANGE5 AFTER RELOCATION AND ALTERATION OF PROP05ED HOU5E 3-2q-I8 FLOATING DOCK $ RAMP TO BE REMOVED 1J NOTE: L = SPAN -NE►TH, H ■ SPAN HEIGHT SIDE YD.SETB 15.00 FOOT MINIMUM ORIGINAL AMENDED A AMENDED B TOTAL CHANGE K.PROPOSED: 23.Og FEET 6-1-I"i NON-WETLANDS AREA CALCULATIONS A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.7 TIMES THE COMPONENT AND FIRST FLOOR: 2,552.20 5F LOT COVER.PROP.-HABITABLE: 3,45q.10 5F(I I.84 %) - 3,123.10 5F = 366.80 5F LESS - 2,532.20 5F= 510.gO 5F LESS = 151.10 5F LE55 GL ADVIN6 LOAD P°OR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. 51DE YO.AGGREGATE EXSTG.: 01q.50 FEET 35.00 FOOT MINIMUM SECOND FLOOR: 1,125.13 5F LOT(AVER.PROPOSED-GARAGE 680.40 SF( 2.31 %) - 611.10 5F = i5.10 57 LESS - 612.65 5F= 20.15 5F MORE = 12.25 5F MORE 6-28-17 HOUSE REDUCED B.FOR CANTILEVER MIE:MBER5,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. 51DE YO,A66REWE PROPOSED: 48.11 FEET 1st FLOOR PORLH TOTAL: 1105g.50 5F LOT GAR."05ED-RD.IPORX5: 1,406.g0 5F ( 4.77 %) - 1,200.30 5F = 206.60 5F LE55 - 1,0501.50 5F= 140.&0 5F LE55 = 347.40 5F LE55 C. FOR ALUMINUM 5T'RUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF 1st FLOOR PORCH FRONT: 3g.20 5F I-2!4-I'i NON-TURF BUFFER / DOCKS SUNROOMS ADDITIOiN5 OR PATIO COVERS,NOT WPPORTIN6 EDGE OF &LASS OR SANDWICH LOT COVER.PROP05ED-TOTAL: 5 17.20 5F 15.g2 % - 4 gg5.10 5F = 552.10 5F LESS -4 2b4.35 5F= 110.15 5F LE55 = 12g2.55 5F LE55 PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCED L/60. FOR SANDWICH PANELS REAR YD.5ETBAGK EXSTG.: 51.g0 FEET 15t FLOOR PORCH REAR: 1,020.30 5F DEFI�L6lNN ROOFS OSHALR NOT EXCEED ROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD REAR YO. PROP05ED-E�.DG: 51CIO FEET 50.00 FOOT MINIMUM 2nd FLOOR DECKS: 51q.62 5F PORCHES/DECKS AREAS: 12-�-ib HOUSE RELOCATED ON SITE REAR YD.PROPOSED-RO PORCH: 51.g0 FEET GARAGE bg2.65 SF FRONT R.O. / PORGH: 120.00 5F ( .407 %) - 53.60 5F = 36.40 5F LES5 - 51.20 5F = 44.40 5F LESS = bO.50 5F LE55 8-18-Ib BUILDING REVI510N5 BUILDING HEIGHT EXSTG.: 2q.31 FEET Ist FLOOR DECK(5EAWARD): 1,3%.50 5F ( 4.74 %) - I,I Ib.70 5F = 21q.80 5F LE55 - 1,020.30 5F = 016.40 5F LE55 = 31b•20 5F LE55 ISSUED REVISED BUILDING HEIGHT PROP05EO: 51.50 FEET 35.00 FOOT MAXIMUM 2nd FLOOR DEGK5(SEAWARD): I jle8 O 5F NA - gOb.50 5F = 210.40 5F LESS - 5lq.62 SF = 3bt .bb 5F LE55 = 65q.2b 5F LESS D 5 I�N NOTES: SITE PLAN I" = 20'-0" owNER I=N RC`r NOTES ASF'HAL.T ROO'^ SH I NC7L.r= NOTE:e NORTH ® L Y F E S 1 D E N(_-,E I. Wood framed floors,walls and collings shall have an appr��ad I. Asphalt roof shingles shall hove self-sealing strips or shall be SITE PLAN BY RICHARD BOYD, RA DATED:I I DUNE 201-1 vapor barrier (permeance rating of 1.0 perm) Installed on tines interlocking and shall comply with the requirements of A5TM D-225 206 N. RIGHMOND AVE., MA55APEQUA, NY I1758 (516) '1q1-5080 "warm to winter side of thermal insulation. or V-5462 51TE INFORMATION OBTAINED FROM SURVEY PREPARED BY 520 SAILOR'S NEEDLE ROAM 2. Windows and sliding doors shall have a max. air Infiltration 2• All fasteners for asphalt roof shingles shall be galvanized steel, rating of 0.3 GFM per square foot of window crea. Swinging stainless,aluminum,or copper roofing nails. Fasteners shall be minimum YOUNG 4 YOUNG - LAND SURV POOL IS TO EYORS - UPDATED 22 JULY 2015 LEACHING SECTION-LEACHING TTITUGK, NEW YORK I IQ52 doors shall have a max. air infiltration rate of 0.5 GFM per 12 gage shanked with a minimum 3AD' dia. head,and of sufficient length OF PRECAST REINFORCED BE CONSTRUCTED sqvare foot of door area. to penetrate through the roofing materials and the sheathing. 3. All fireplaces hall be prosrlded with a damper for outside combustlon 3. Asphalt roof shingles shall have the minimum number of fasteners as CONCRETE LEACHING air 150-200 GFM. All flues shall have tight seated damper with rogutred by the manufacturer. STRUCTURE, SOLID DOMES a max.air leakage of 20 GFM. All fireplaces shall have tgght- 4. For normal appl►cations,asphalt roof shingLos shall be secured to the roof AND/OR SLABS. TITLE ,� fitting non-combustible doors. with no less than four(4) fasteners per strip shingle or two(2) fasteners V-2-DIA.CLEAN WASHED,CRUSHED STONE �,�5 FINISHED GRADE N N Y `4 HOME G O N T U G T I O N 4. The Contractor shall submit the design,size and type of mechanical indMdual shingle. systems which will be used,. in sufficient detail,as required by 5. As Asphalt strip shingles shalt have a minimum of six(6)fasteners per shingle I J� /�' tins Building Department. where the Bove is 20 feet or higher above grade or where the base wind NON-WOVEN GEOTEXTILE ON BOTTOM,TOP DRA I I�lj- OE R I Ntj5: Q ,= o &SIDES OF ENTIRE STONE/PAVER AREA 8 REINFORCED TRAFFIC 5. All thermostats shall be adjustable from 55 degrees to 65 degrees speed is 120 mph or greater. ALLOW 1 MIN. FOR Fahrenheit. STORM DRAINAGE CALCULATIONS: 2.0 INCH RAINFALL BEARING SLAB b. All ducts and s shall be Insulated as r utred code. FINAL ADJUSTMENT pipes �i C1=NER?.L CONSTRUCTION NOTES PERMUMW/PEA RAVELFI L-TURNAREA FRONT AREA AND ROOF: INLET 4" MIN. DIA. APPROVED -� RIGHARD 5OYD _ Arc Iitoc t •1. HVAG Contractor shall verify heat toss calculations. MINIMUM W/PEA GRAVEL FILL-TURFSTONE „ 1_ „ In ® ® ® ® BYBELGARD AREA (5F) x RUNOFF GOEFF• = EQUIV. DRAINAGE AREA PIPE - PITCHED 1/8 PER -0 . 0 M M1 D men I _ I. All concrete work shall conform to requirets and rocommendations of 0 ® ® ® ® ® M M 0 o I II- I 1-1 - AGI-301-gib -Specifications for Structural Concrete for Buildings' HOUSE ROOF AREA: 4,g8q S.F. x 1.0 = 4,g8q S.F. BACKFILL WITH CLEAN lI_ p ®D 0 M ® ® Eta ED ® �® ® ® ® ® El D �n Q ' 6 DESIGNERS - PLANNERS - RESIDENTIAL - COMMERCIAL SATMT`IL�.S5 i��QU I f'Z�M�NTS Reinforcing steel SHALL CONFORM TO ASTM A-615 GRADE 6b DRIVEWAY /WALKWAY5: 1,526 5.F. x 1.0 = 1,526 5.F. GRANULAR MATERIAL 1'-0" 0 En ® ® ® ® ® D SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: 2• All steel work shall conform to the regvirements of the A15C "Specifications for PATIO: '13q 5.F. x 1.0 = _13�1 5.F. ALL AROUND BASIN FOR FULL DEPTH _LANDSCAPING/GRAVEL: NA S.F. x 0.33 = NA S.F. „ v 206 RIGHMOND AVENUE, NORTH MA59APEQUA, N.Y. II'158 Design,Fabrication and Erection of Structural Steel for Buildings".Steel shall conform \\ _j 3 -0 MIN. 10'-0" OUTSIDE I- (516) "IC17-5080 I. An glazing In door pe /\ \/ TOTAL: -1 54 5.F. O COLLAR DIAMETER II- 0 = y g 9 Joe to A5TM A-512(6RADE 50)and A-501 / 2. Glazing in any walls eneloe:Vig a shower,tub,sauna or steam room.• \\� z -I z CD y p g a door.* 3. All electrical work shall conform to local NEC and Underwriters Laboratory requirements. �\ \/ I_y EQUIV.DRAINAGE AREA x DESIGN RAINFALL -- DESIGN VOL.(CU.FT) 6" MINIMUM PENETRATION Z 3. An windows within 24" of 4. An individual ane of lass with an area greater than 9A sq. ft. 4• Pre-fabricated fireplaces and flues shall be UL approved. \\j 1254 x .I67 = 1,178.02 CU. FT. 2" RAINFALL INTO A VIRGIN STRATA OF o: --- --- - ------------------ --- o: CIZAWIN6 where the bottom Ns less than 16"above the adjacent finish floor %\ \\� VOLUMN OF STORAGE REQUIRED: 1,178.02 SAND AND GRAVEL 5; SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS > ,';-+ \ SCALE: AS NOTED within 36" of the window. 5. Install smoke detectors and carbon monoxide detectors to accordance with all 5. Glaztn in walls of s,hot tubs or indoor cis within 5'-0" state and local coda requirements. // ,/ ,/ / ,/ / ,/ ,/ ,/ ,/ / / 5TORAGE CAPACITY/V.F.OF 10' DIAMETER RING: 68.42 9 '�' I'O . \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/\\�\\/\\�\\/\\�\\i\\i\\/\\/\\i\\/\\/\\�\\/\�\/\\/\\/\\ \\, 4000 PSI CONCRETE � t 11 G _ of the water.' 6. The owner shall arrange for svpervtslon of the constrvctlon work to insures /i�/i�/i�/i�/i�/i�/i�/i�/i�/i�// /i�/i�/i�/i�/i�// /i�/i�/i�/i�// /i�/i�/i�//�/i�/i�✓i�/i�/i�/i�/, VERTICAL FEET REQUIRED: 1-1.21 LEACHING RING 4;'' � DATE: 1'i MAY Ib 6. Glazing in stairways and landings within W-O"horizontally of a compliance with the contract documents. VERTICAL FEET PROPOSED: (4) 10' DIA. POOL 0 5' DEEP BACKFILL MATERIAL SHALL BE z " ; walking surface! ' THE REQUIREMENT DOEEi NOT APPLY IF THE B BY: RDB OTTOM EDvE OF CLEAN SAND AND GRAVEL THE &LASS 15 MORE THAN 60"ABOVE THE FLOOR. SECTION THRU DRI VEJNAY FAWN TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM o �. SCALE: = 3/4" = 1'-0" SCALE:NOT TO SCALE Q -"C * / v / s. UNEXCAVATED \ +- i / I ,= / ,/ c, H55 5"x5'x3/8' \ \ \ C !' f / /\ ,/ BE COL. \ \ =', \ N // I/ / a, \- \` \ C ! r; / \ \ Q0 / \'`�✓'/ UNEXCAVATED \R./% ,,• / y. r ;\ \\ \t \\ >_ j °N-o° / /.' H55 5'x5'k3/8" \\\,/ `r " " '� \ \ C // / TUBE COL. / ��= • / f ,/e ,\,& ,1 _\ 4) o ,4e 00>. O // {. / /y / F,Ir /\ / \ o / (/ , \�O,C�`2 s's�O �!� s , �� ' ly, \�\ ,/ ✓ \ W r 1 v \/ y // \ / /�. / / '- p' a p ' /" / , /�/'jam(;-` \\ / ! \\ \ V `} :s. O 3 /-/! .//- / \" \ 6, / ' �* ,; _ x,e;@� ., ,/ -I1' \ H55 5'x5N3/8'/ \\\ \\ I_ N 00 /i / \ � �" fr' \ \ / oe ✓ \ TUBE COL/ E Z O / ! `k155 3 I/2'x 3 I/2% s \ `•\ \ / - f e'�� ,e ':� S5 55c5k3/8'/ // ;\ � V 6 N / UNEXCAV. / ` , 55.5 318 \ :% \', :;� x�� '_ \\ \ U o, /./y ,j/ \/ xN/4"TUBE COC o : /, ;T( E CO \\'" - i� , / i- a", ,0- /" �\ ;\ BE CQL� ::.N; / \ ._1 . %.o . I - I .. ,,�/". I I < / , , �\,/ /` `� -\' °• \ ,� �� ,_� I� \_ ,,-- \7�r%'\r�4"DIA.STANDARD 5TEE� \,: \\ \ = Z O u) �1�`/- .y\// \ y, /. \ , pQ \e�' ;r' /' \" \ \COLUMNS ON P. CONC., / J'/ \ \ \ o H \ .0\_ ! / ' -/ «� ;�': �'` "'�' :�QaO�' ' sT� '4 c�5 .ILECAPSORGRADiBMS '/ ,/ ')'~ ' X �, \ \ r 1 O \l I. / / (1) 14'LVL RIM BD.(1YP)—--- �✓ / // _ r ,6 :�-� DIk.STND > \�0 9 /' � /' .\ f Y`- I LAUNCHES. 5E1<A-I.5 ` /;i ,/ i\ e\ ;'�c; \ \\ \ V CV O / J \ \ -------——- ' PPE L G ;� ;, / :/,,�� (;.� \ UNEXCAVATED \\ \ co �6 ! /' ;/ •\ \,styA.�. ;; /; . \� ', .i - �' it i; \ \�/ O s� 131. may. \ ^� "i\ / i/ �'- \ b � \ _ L - fir` ,� ': - F \ /� / \ ` �.. /. ' 4'" A:57 � \ ,\ ,;l ti �" _ y/' \'. / \ > �� IA. / / t L PIP, �0 \ fi O1 i i� ACE I /, • 1; STL,:.lfi COC ''� ! fi• /„ \ - / cgj / •/ N \ �r' � ,;� i' I', I' ,, ' \ �> - ? '. , \ / �\ a \ LO ,01, // Tn Q tli\ ,� \ �01\ez \ , \ /,' // F \ /: fir? \ C \ - - . � �� -I- - - - _ Ate. F' 'x . CE R- ��\ \X _:, r� �%, /i; c _11 ti. 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".,I'I'/1 z,._1_1_ Z,,_�x.� o \ \ \ - J \ 9 r \` - ------- ---- --m iT) 2m7�6fAZFIU�F1 5N f)�NESI T IrCi ,c 2II7�Fv1(�1''li 17 C f Zii 20'TBT�-�FiUSFl Mj") Ff0[�S / _ -o, \\ \ s, \ .- - (2) 14'LVL BM(FLUSH) (2) 14'LVL BM(FLU5H) (2) 14'LVL BM(FWSH) / Y y/ / �y o.� '\- \ \ Tr \\ \ . 1 n r ° '- 1/2" • ,/ I /' p\ / C / /' '9� �\% \ \ \ "�- \ nn`` (fl /— . , ' 10 -101/2 10 9 10 10 \ 51g \ i' ; \ \ z , W a z r 32'-s° , ;/ �' \��=� \' �' i 1 x \\ U N EXCAVATED \,'4 \�° \ 4 - ; Q Z - ,/ / /,rn�'�p, / 2� Foundation - Fralmin Plan ; � _ C� /\ •y O J\(x / / \ \ \\ / i \\, L' -- 3/16" = 1'-0" \ 1k i' / a` / p'/ I o°POURED CONCRETE \ `� i o \ \\ I -I - -+_ �/�V/ ! y FOUNDATION WALL ON 24N % \/ ; /' , DOWN\ \ \ / � \\ \\'6.0 \ \'sy 3� C) q 00 �l i � 18"GRADE BEAMS. SEE A;l'�5 — / - \ �\ \. / \ \, Q_ X/ G /.. // 36"DEEP MIN. DR DP 5"F(ZOM ,�/�/ / \ ",\ \ \. % \�/� \ \\ O (V /// / ,•}\ T/O FOUNDATION WALCS, .\ /. \ - , . \• \I6' / � \ \ \ \ \f6_ .1 �/ II -. Fo Off\ `I/ // / d\ \ \ /\ \ \ � \\ 1� \ / "Q OA / / \ / \ ° •d i / �\ \ :-''"'.:.—,1\_I.,�:I_-6,I,X---I.I,.. \,_ \_ \ \\6<'116g'3I 11 �\ ..v / ;/ /9 > ,HOLD / g /I.0"PQURED CbIVCRET�' \ \ /\ c,. \l'/ / <' ,y y f:4` ,>r, v D - \ \iF'/ /, FOIJ,NDATION WALI,ON - ' \ \ �; \\ \ / / q \F. 2/ / 24-k 24 P.CC7NCRF1"E. / \ \ ,v/ f '. \ \ %/1\'d /• 'e \- / ! '' \4s \>\ / �' \- . GRADE BM5,w/#5 BARS. .." " ; '' .\ < \ \ 0 i / \ \ \ \ // �jP k /j/ \�/ \ \ \ \\I / \ ;/ a,, 5FE DETAIL?i-5HT`,I.S, _' '` \ \\ / \ \ , \� in \�// O %y! / %/ �,\j \ /// / / 3G"DEEP'MIN. : ��' . '/ - \ >\ / 8 dI \ ' 'e'! `r --- - - - / ° ` O b , 600, � Q o>,� \ / UNEXCAV. / \ \d - `� - - . �� o \_' dio \\ rx '°o,v \ \ -_ __ _- __ _ -_ - _-_=-__ -- LPf � .r > D __,�;IIhk,__,4�\x.N_<,,, ,,_�_- 1�.I ,,,e_:�1,�. , ,,_ 1 �-�U--7N '--13 �-,.--I&,I-\-I 1,—,---x I. I-'I'll,.-,,.,, I.I--I ,_-,'1\"--,,A,'.- 2yT�. I'- /4'" /� _ / -4Z0'-9 7/8' / 9'-3 I'� \ \ / /, �'�\\4 ��`\io ��/ \ ' V i J / \\ 9��:, \\ \ / ; / /pA� / %(nFY '� ✓ j /_ \ • �� \, �_. . ' ' , , \�, \ '� \ \\" \\'Z z \ ems./ \ \\ \ • HOLD ° \12 \� CT d / ,p - / \ O Op/ /�j `\ _\�sr. 4" IA. STANDARD STEEL'\\ / \ ��yil, = :. ' -, '_ I ,^`• a\ \\, \�F. \ \\ \ \ Q \ \ - \ '' O /��' \ CO MNS ON P.CONC.' -/�� .- ' - „ ' \ \1\ ° (1) 14'LVL RIM BD.(I•YP) / i , . '\ -\ ' \, /' . • - , . . ,\, \� / HOLD ' -------— -—- - _ 1, , \• „'PIL CAPS OR GRADE/ + \ =/ j \, l \ \ \ \ /' . // -� \ LLAR \� - r, - \\, d \ UNEXCAVATED \ \ \,, \0 ° DOWN a a I \\\, \ 3 'BM /JIAUNCf1C5..�L{E _ \ _. �%, U \ / w A• Q 4 /- ,4'POURED CONCRETE_5lAB W/-: \ � , _'A-_I.5 ,�, ��5 [ I.. \` , , U - •/ , _ , Ji\ \ \\ \/ -� - „ 6"x6'NWF,ON 6 MILVAPQR ' . - '\ \ \ F� , _<- , bra \\ _ �. F\ \ .� j J , - BgR�JEP�ON,6'COMPACTED \' \ ap \2, I , - V,y •i\,` \ �p / \ \(�\`r \6' \ \ O �/ ° a• !: GRAWCSPACE I -=t , \ r �'� -.- / • - - \- �F. \%, s \ u • % �. \ 1 F \ GRAIELBASE(TIPICA \/ F •_ A a0 d. _\ \, />' c/ ,• \ �\ \ l� Gy 'Sb II ,.�� i i 3 POI1RlDCONC,R�fESLABW/ �" � _ j \ /. �\, ,� \ \ / 0 - t� . \ • - --- - i A / ICY , ,_' - \ �. C9i / \ �Q y0 0 ----___ _-- -- -_ _ .. OF i s 6 6'WWF ON 6 MIL VAPOR s� :. \ /\ \ \\ / •1° p III! O "i- �_ 36,=4 3/4 r"` \1 \ ^\' 3 l =5 18 \ \ \p �" e '%_ i p-, BARRItR ON 4 COMPACTED 4s \ \ P \ \ �! • - . GRAVEL BASE.' I © u, - �o •.\ i ' - % ��1 ,-,_/_ \ /' - �l ,II.-I_",,',,',I--I.\ %� / , -/, •/\' \y M `cr ' _ \ \ / .gyp / I I.. . . 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HP /: o - - �i' q i \ 1\ �� G dJ . \DO O _ _ __ S ,�' o �• X - \' '/ \• \ OLD\ - / > C; 1 -. . 10' 7 .I I� 28'-8 \ J6 I5,-8 N4 7-'2 I' 7 =7 3/8. 1, -r` \ \ DOWN - I (TIP) - ,_ r ._ - - _ x' ,/ ,��' - - \ \ s- / �- !� r - ,7/\ Q. 1 \ -i . . • . / \ \ \ / ? \ \ - - ,✓ / s - t 5 i \ 'k \' tom' `\ \ :\" — s r \ ,(oh, \rZO, _ \ _ \ rf�. \ cYo_ = �' e Y \F• \ ' / Z �i > - ✓ / \A 0' ' \./ \ 4 _ , _ \' . _ - \` �T HOLD - / 'a rn u� -UNEX(t /ATED I �. , ��. \l \ � ,�/T 'v (I) 14 LVLRIM B (TYP� �' @i \,/ A� / -�-�1 z - m 4 POURED CONC CAB W/' , . - 's1 �`' CM COMBO \' \ N / \ - 6" 6'•WWF; fjOWN 2' I I J / \. _ Q� .U. \ t`�YP) \ = s 52 TO"GA DRS:OPENINGS. : '% / `� . \i- `, \ca + :, �: \ N I \ \ E.12"IXFAN510N- I' A \' / 2} \ .- @�' , ° • . ` , 10.,POUREd CONCRETE / - \. z ID / ap o 4n - t \: \ l • , - ' - �~ \\`� -, . . _ \ �:' N \ \, - i rn I n 'I - 4 a. rho' / <° \ FOUNDATION WALL ON \. 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DROP 5"FROM ��p, PILE 0, \ \ pj r 1 ! ,L '� 9 " 63 ./, - % T/O FOUNDATION WALLS. 55 \ \ p, n`V V _ _ _-� -- - - - - -- - -_ __ NTS a_5 6'6 FOOTING BELOW 'i ' 15 TON / I- \ \ VJ i L- � -- - - - - - - - - - - - - - - - -—-—- - # BARS-BTM. 15 TON �♦ f i 8g 9 \ �"'go % PIE // \ ,�"� / \\ \\ \ �� I 0 '+}-- 5 //�% PILE i 1 _ ° 'a \ / / /Ii01 @�- \ 15 TON \ �,,r \ Q - -� • \ 13 / \ , \ PILE � \ 5 TON / \ \ \ " I3: •� '� 64 i'�/ �g9 4 :. \\ c �M, �O \ / / �C. .� (m') \.. \ 11 h� \ .,t_ \ PILE // p�?. \\ Q_ O •C� / 5 TON \ 9 O z 5 \ \ G ' \ PILE y i �. _ \,r3� o \/ \ \ / \ 4 \\, O DETAIL -GRADE BEAM OPENINGS " p. \; 3 \ -� \ ^ 15 TON% / .�.\: \ \ \ /` \ \ \ CV - -- ---------- -------------- - ---- -- ----- 4 .° 65 � s PILR / . • , , \\ 01+ \ / UNEXCAVATED 1 \� \ = co V-�'_p" �/� 5 TON O&ya�\p�UNEXCAVATED /�Q,15 15 T,E�N Trj / y \\ \ \ ;i \ -� PILE i ;i 0r '. o9T�i '. ,wcILE \I /IA' CURED CON\ j .-° - 15 TON '1,5/TON \ \ \\ STON \ //i . ! M °'° ! 14 / / :P011. fDATION WALL,•f5N , • I \ PILE %PILE PILE j/ \p- \\ I �` i o / \ 66 / �`• \ \ o / 24.'5i 24-P.'CONCRETE\ i� \ �\ i \�' \ ,1 5 TON O�. , ,M '�� \ - ' �' \ 10 8 - �� 53 / \ ,3'I � �° \ 17 Nk , , , , G E BMS. W/#5 BARS \O 3 / \o, y�Q �� \ \ 1�`,i PILE �5 \ ;. % �; ��' / /�'c1e- /• •\5EE ETAILS SI17,1.5" '\�-- �• :\. \ 'l, , y, I'l ,�Q� / \ \ \ 67 / OP�� -- `4 �IT��\ �� / / /, EP ivIIN. , ��ps \ \ / / �O`\ + \ a - 6' 10'-2 7/8° Oi h T0�'-4" 5'- 10 1 Mrr _7� , \ c$- / /' v \, ,.: ?, \, HOLD // /\ - TON / \ '` \\ / . \ \\ \ N % FO' PILE -- - - _ �p - - \ / \ gyp• -- - -_-__ __----_-------_-=-- - - %' \e \ �, \ p . : 2 la i I UNEXCAV. 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ALL REINFORCING BARS ARE'.TO BE THE DIAMETER SHOWN,DEFORMED INTERMEDIATE _ - _ PILE o - + ch. , / • \\- \ / Q / i✓RAWLSPACE. • , 33 �'� +� / a�• ,° rr o - ,0 ". � ' GRADE STEEL HAVING A DESIGN STRENGTH OF 20 000 P.S.I. 15 TON / 36 9 3/4 \ --- - - - - - G _ yla a m r• j "* �I�. sr G. /18 -03/8 \ 6 4 1/2 / p P ----_____-___- - .-- - _-___ -_ E NF R IN HALL BE THREE INCHES UNLESS OTHERWISE NOTED , PILE ,. ° ti '•-15 TON_ - / 2. TYPICAL COVER FOR All R 0 C G S 1 -/� o I M _ b> \ o� p,,l ., �` 6 / NOTED ON DRAWINGS. co - - PILE rn j /, \ / \ I10LD II \' - - - 'Cry 15-TON p• / - �'- r- j \,. /. D� TF= TON - 41 6 . ,. I I 1 - .S _ _ ti ARE .- 1. � CONTINUOUS UNLESS SPECIFIC LENGTHS - - -, =�• � �- �'N! ' o 3. ALL BARS TO BE C - - a 15 TON .-. _ -ci• _ �s j\ ,_ _ /' \� _ _ - PILE' � _ _ � I / \ PILE ea - - , - DIAMETERS MINIMUM. _ SPLICES TO BE FORTY BAR[IAMETE S U =-f-IIL I -. - N ' \ p. \ 1 %, \ / �° _ • \ a , Z. T- a ,% r Z 8' 4. SPLICES FOR BOTTOM TEE(.IN BEAMS TO BE LOCATED OVER A PILE.SPLICES FOR a $ 'a a --� I , Q \•- I A' MOLD\ ." �. .;_ �. _..•" . .: ', . ;,.° 45` :, c. - / , ,��, :,•'�' '•- - � . . ,�, � - _ • ,` , -� '" .. -15.T"ON '.. ••�� i TOP STEEL TO BE LOCATED(BETWEEN PILES. _ °. - ° <a . 1 $ . 4 _ • . „ , " • - ' - \\ '�• ,• /' • ^ I i 9 7_../4 . ' '.O . .7 -k1 /8-,: 8'--5,3/8 - 7 -6 1/ /• 45�=01/4\ \ / i' 14 ��. ,5/8 , 4 -0 3/4 -5 7/8 - DOWN, °I"• ,l I 15 TON• o •\ • •/ /. \'' PILE• / A� / 5. WELDED WIRE FABRIC(W.W.'F.)IS TO BE 6'X 6 SPACED,#4x#4 GAGE WHICH = d , A r i T` , y HAVING AN ULTIMATE STRENGTH OF NOT LESS 5- N" , , SHALL CONSIST OF COLD DRAWN MEMBERS G U M < ,� 15•TO - / 151fON ,/ / - I I T BE PLACED AS SHOWN ON THE PLANS. d. - _ - 11iAN 70,000 P.S.I.WELDED IMRE FABRIC S 0 C r� \ ' d , - - - - P LE\ - / "\' �. PILE - �- 34 i h. \ ° I _ \, / / �, ° - "rn PILE \ / , • - \, / - - \ z 6. ALL REINFORCING IS TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING - \ • .\ < .d °U NEXCAV -ED �• `I -�*e`' � :%4''� \' '� \ �, r'" ` - �' / / I RE $. : :' - AT N I,, �. \, g.i_ . / 2 \ / % i \ tioLD / - CONCREIEPLACEMENT.USI:EPDXY REBAR IF WATER IS ENCOUNTERED. < • - _ a o' 4 --- -- j . ,\:j . _ ►�,� _ . ✓. / / 1 T0�1 \ 7 35 • , \ \ \: \ 15 TON �„ , \ \ \- _ • e w TI / DOWN �a :\ S PILE > N SLAB w.� -I . R •18 LEGS-AT CORNERS. MINIMUM 3 PER 4 POURED 0 CREPE / o-� :\ . . _ \'�1 00 7. SUPPLY 90 DEGREE BENT1i5 BARS PILE \ e' I \'9 j 1.5 TO /\ j . , , . \ \ w z 1 a ° ' ti - \ c \. / n BADE:BEAM T P MIDDLE AND BOTTOM. PROVIDE MIN.2 AT 6"9i� 5LOPE DOWN 2. I I .• j /-, j'- ,6 '� � \ � ¢ : CORNER. CENTERING S, 0 , ;' _ V/! i I °' -'\ PILE /_ \- \ \ c� - na '.1' \ pf a. , . . � ; /" 4 FJ1T AT ME LOCATION. 25° r 0° / M p, - HAUNCH BEAMS TO GRADE EMS. OP b BOTTOM W12"BEAM S SAa �- M. TO GARAGE DR9.OE'E?IINGS. /�\ ll BE ED. 31i' IF ANY WATER IS ENCOUNTEIRED,EPDXY REBAR TO USED. , - • _. _ o . . °4.-- -' - PROVIDE VRAN51ON ' ' . - 15 TO ° � I . v „��., l=, /� a \ ►� : I. \,,-, \• et c- a , . _ °,� I 8 -5 3/8 I o 14 -7 3/4,. - 3 -6'1/4• \,,. . . - +,. , /, - . / /- ,�'_ „�1. %" k '� ./- • _ e. ' z I CONCRETE: �, JOIfbT PERlMETER;HAUNCM FILE': /I�'f\ q� i _ /� \ Sb �, p, ./„-, -1 f c- \ �, < °c�: .° LAE TO.B- OPENINGS:• da. AI - \' / - \ 8. CONCRETE IS TO HAVEAMINIMUM STRENGTH OF 3,500 P,S.I.AT28 DAYS. _ ° , _ po •/ �, \j LE], _ , \ :x 15 TON \ \ a d - O / \ i ,�_ - ,�' \ 4 'd 48 I. I I O / �' '/ - ,/ „-: r 1.0"-POURED-C,ONGRETE• .1.�TON\- ' - \. ILE \ _ 9. SLAB AND HAUNCH BEAMS ARE TO BE POURED MONOLITHICALLY. co - w= o I O . /, • rQ. ! �/ \• / P v o \ a :LO POl11E8 CONCRETE ( I .- y,. /,_ ' FOL1N[�ATION WALL,ON PILE f / 1 N N I I - r. ." 15:TON _ % .` ` - 15,TOI�- . , 26 " 3. /�' i� ch ,w GENERAL: \ 'STONq FOUNDATIOtyWALL, Na•' 4, - I . ,15T N ,'24' P" G', \' =U ,\, 24'k•24 P.;CONCREPE I d, i �' _ a' '-IJ I f10LD 'j LF-. / '�1� -� �— ° PILE, <- ,' �4"x 24 P. CONCRETE. _ ..�, -_ - - 23 - \ / J �,/ . - , ' A GRADE$M5.W/#$BA ' \ ,� cn 10, INSTALLATION OF PILES AND REINFORCING STEEL ARE TO BE INSPECTED AND CERTIFIED 4 ' - I D �+ �I • \ /`p. /,� L \ t .,._0 \ ' / _ GRAE)E BMS,W/#5.�j�R5:' ° _- /.., ice' ✓"`�" 30 sr \' / EE DETAILS 5HT_ I.5 \ 1 BY HELICAL PILE'S ENGINEER. -a '°I° ,< - G•. / ,° - �l:' " 'r, 12 `�- 43 5EE DETAI S T I; -I I ,�\`a / / 3 DEEP MIN. 8 3/4 5 6 5/8 C 11. NO CONCRETE TO BE POURED UNTIL THE PILE LOG IS SUBMITTED AND APPROVED I _ " . • -\8,' ./. I=' .s�+. , ;v_ _ _I I ,/ , a•36 DEEP-MIN; I. I 15 TON p o /n _ \ X_ \ `L / \ \ \ - v 0 0 AND UNTIL FORMWORKAND STEEL WORK IS APPROVED. ° .a - - = g25 00 / N \ \ b f - \ \• A / \ x � ,- w _ , • a� N PILE \.• !� /, �? �• '\' • �, _ O N• I ( �\ cv i ,_",Q • = a L• I N iv LE \ ` ' /, c�, \ y +\�`L N I r n i - ,d.°- 4 i -n - - - ad'- r- e r " - n "✓' I - - \ - - _ - N Q PILES: 3 -1 5/8 1 _ �4.-2 . . co 13 10 7/8 r- 6 34N 113/8 6�- / _ - :� � % . � I 115 TON '�° - - i - ad 0 \. I ` 1• I PILE / ! d1 I a d • tp 68 IJEX AV. 00.. �' , \' , ,. ..\. \\ /' v HELICAL PILES BY IDEAL GROUP;2'-'TRIPLE HELIX LEAD 12",10",8"PART NO-278WZ76TH81012X36 . °, a 15 TON •' I \ .. - .: y J' , ' t. ° - emzv, �F ND. 8-BELOW T�tA�° a I 5 o -- -- �-+- - --- ---- - - -- O O+ /� - _ - --_- --__ WITH 2 EXTENSION PART NO-278WZ76EXT.BOTH TO BE SCHEDULE 80. .; " , _--- ;° PILE I PIL N o "- T - --- N\ - - --- _ __ - - -- - - - _ y \ - -- - - - 2-'"OUTSIDE DIAMETER ROUND FEEL TUBING HAVING A NOMINAL WALL THICKNESS OF 0,276. -it d d - - - - _•- •_,___-- ----- -'-— t - ---- . ^.L-•, . .' - == �' -- ---- ---- - ----- ---= T hi DATE: 822-19 15 TON BEARING WITH SAFETY FACTOR OF(Z)30 TON ULTIMATE.MINIMUM 6"X6"CAP.PILES TO BE VERIFIED 15 TON . y--� - ' • • 15 TON, -' •,- - HOD 49 70�- °` 5 TON HOLD 15 TON 15 TON HOLD \ / PILE -HOLD ' - • •`' ', PI E' - 'R � = I / '- ` PILE 22 'DOWN PILE 21 PILE 20 15 TON 19 DOWN � DRAWN BY: RDB AND SIGNED OFF BY A LICENSED PILE CONTRACTOR AND HIS ENGINEER, .•DOWN, - � • - - _' " ,• • _ ' % - L � / 9 � / O O PILE O NOTES: 4A ) . 50 ) s 3'- 11 $' 6 8" `ti ) ) SCALE: As indicated T F80 IANDMINIMUMTENSILE . , = ' \ - - h j/, 1.SHAFT TO EXCEED REQUIREMENTS TO MINIMUM YIELD STRENGTH 0 KS - - • •• - - .- - -� d I to \\ TITLE STRENGTH OF 75 KSI - , • • • WALLS ALIG �. �N a, '\ 2.STRUCTURAL INTEGRITY OF STEEL HELIX TO CONFORM TO A572 GRADE 50 - ' - \ ,- j PILE x Pile Plan 3.ALL WELDING TO BE PERFORMED BY SHOP QUALIFIED WELDER TO AWS D1.1 STRUCTURALWELDING ,, -. -' \•`7, � " , ' / '_ " '_ " r_ n '_ ., • I2 -1 12 =, \ �' n7f �� 14 5 10 11 3/4 10 9 10 9 1/2 CODE-STEEL, > - 4,G,ALVANIZINGPERASTMA153/ASTMA123 ' - • - I 2 '2" \\ _2" \ / 46'-11 1/4' - SHEET NUMBER 5.ULTIMATE CAPACITY OF THE UNIT IS 120 KIPS FOR LEAD AND 140 KIPS FOR EXTENSION . . ' ' ' -' - . • •. '- - ' - ' � - I. X l OT O EXCEED 13 000 FT L8S 1 -1_ 1. - 1 . '?' 6.MAXIMUM TORQUE N T . I I 7.BY IDEAL MANUFACTURINu INC. I I , , . . ' , , , , ; -• , , .- I I I - 1=oi- .. - .. - �indation"=Pile'Plan - I - - _ , - - - .., �- .., 1� . . II ,., . 3/16 1' . " -1-1 - I I • Door Schedule a� Rough Rough Mark Width Height Width Height Description Comments C: -E 101 3' - 8" 8' - 0" Pivot Door Lock Set 102 3' - 8" 8' - 0" Pivot Door Lock Set Q �.., 4 103 2' -6" 8' - 0" Lock Set 104 2' -6" 8' - 0" Lock Set 0 > m 105 2' -4" 8' - 0" Pocket Door U 106 1' -6" 8' - 0" 107 1' - 6" 8' - 0" W � ~ E o 108 2' -4" 6' - 81 _ Z LO 109 2' -6" 6' - 8" U ' U 110 1' -6" 6' - 8" Q t o 111 2' -4" 6' - 8" Pocket Door = Z LO 112 2' - 0" 6' - 8" _ 61 _ 81� Lock Set U N 2 0 N � a 113 0 114 2' -6" 6' - 8" 3/4 Hr. Fire Rated - Self Closing Lock Set 00 115 18' -4" 8' -4" 18' -4" 8' -4" Garage Door LO 116 9' -4" 8' -4" 9' -4" 8' -4" Garage Door01 117 3' - 0" 8' - 0" 3' - 2" 8' - 1" 4 Panel Door Exterior Door 0 118 9' - 2 3/4" 7' - 11 1/2" 9' - 3 3/4" 8' - 0" 10896 SL DOOR Marvin Clad Ultimate Multi-slideLO 119 10' - 5" 9' - 11 1/4" 10' - 6" 9' - 11 3/4" CUSTOM BFLD DOOR Marvin Clad Ultimate Bi-fold 120 16' -4" 9' - 11 1/4" 16' - 5" 9' - 11 3/4" CUSTOM BFLD DOOR Marvin Clad Ultimate Bi-fold 121 14' - 3" 9' - 11 1/4" 14' -4 1/2" 10' - 0" MS DOOR Marvin Clad Ultimate Multi-slide 122 20 -41/2 9 - 11 1/4 20 - 611 10 - 0 MS DOOR Marvin Clad Ultimate Bi-fold 123 10' - 5" 5' - 11 1/4" 10' - 6" 5' - 11 3/4" CUSTOM BFLD DOORI Oil ` - 811 ' _ " ' _ "� ' _ 3696 FR DOOR Marvin Clad Ultimate French Door } 202 3 1 1/2 7 11 1/2 3 2 1/2 8 - 0 203 2' -4" 8' - 0" Pocket Door Lock Set -- 4 1' - 6" 8' - 0" w 20 N 205 2' - 4" 8' - 0" Pocket Door 206 14' - 3" 9' - 11 1/4" 14' -4 1/2" 10' - 0" MS DOOR Marvin Clad Ultimate Multi-slide _207 10' - 5" 7' - 11 1/4" 10' - 6" 7' - 11 3/4" CUSTOM BFLD DOOR Marvin Clad Ultimate Bi-fold 208 8' - 0 5/8" 7' - 11 1/2" 8' - 1 5/8" 8' - 0" 9696 SL FR DOOR Marvin Clad Ultimate Bi-fold 209 2' -6" 8' . 011 Lock Set 210 2' - 0" 8' - 0" 5�� 5 211 2' - 0" 8' - 0" Lock Set 212 2' - 0" 8' - 0" Lock Set U � _ 213 2' -4" 8' - 0" Pocket Door �� / ;/ \ O 1 O 214 3' -6" 7' - 0" Bam Doors Two Total: 7'-0"Width0, / � � z z 110 \410" LU \ / n O \\ PATIO \ �- ��;�� PATIO \� \ �/ ,. \� \ � � � CN flup <x4v\ Ax 123 / � \ \ LIVING RM\ LG.HGT.= 19'-1 1 7//' 8'- 13/4" ` \.9 ,-6 i _ \'o \ \�, DINING KM' \ \ \ . �/, c•\ `\ \ \i LAV 7 // '� �' \ \ r CL MGT.=22'-1 17/8�i \ \X' 2° CLG. GT.=8'-13/8° \ i \ \ \ ,�� 'i o�' . BATI1- 1 3 /� - \\\�` \ \ \� \� �,X , \\ �6/ MASTER W.HUT. rRD5T \ CM COMBO 20 8'-I 3/8: rcw enxrmen so \ \ / \ \ \ \�. BEDROOM o \ \ / '�\\o : / \ O � \\ / CLG.MGT. = 10'�5/8' \ •\ yid%k\`P j' \�. KITCHEN v MGT. - 1.0'-¢5!S - \ / sol -�Y � ^ 11 / "� j\ \\ i \sue \ / �� CM COMBO 102 - 5 2` 9 W.I. h \ ,' \ CLG.HGT. - IIY-8 5/8' / \I � 5 7 -7 112 !2 11 \ s �\ \ � \ p - P G.MGT. ` O A, � ; \ � � CM COMBO N Bo y�' � iV n i \CLG.HUT. 8 - I 0 1 2 5 -5 - \ ALUM GLA55 25° C� 3V 2 \`� �� /�\ / \ / 103 N CON \ I ! I 25 4a \ c -"' \ \ \ n- CLG.HGT._ `C7 V LA \ \ ' G'- I I' 4 - \ s\ \` E;1 7 `% / /k 8'-5 31 ' LG. '-5 3/ - SH WER /' w _ \ \ / \ , / - \ 51' ,' \ \J� .�� -21 p = i \ �, 12 \ ` s ti j% �, . \,� Y ti Yam ' , / MASTS \` N `� U GARAGE N ° `" LAUNDRY \ W.I. 08 \3/ 3\�i/\ 105� "' N R �� / z 1 j / `n 8ATI1 �1V = o ! N G.HGT. =8-I 3/8 \ CLO5. \ \S / �\ �\\%f\ FOYER �I� %\/ - - - b PROVIDE 5/8'TYPE X'GYPSUM LIBRARY _ BOARD AT WALLS AND CEILING. M.MGT. _ \ ..�,/ ice, CIG.HGf.= 10'8 5/8" U z 3 1/2 \ �"�`' . CLG.MGT. = 19'-1 j718' - - - CLG.MGT.= 10'-6 5/5' = 7'- 1 1' 31-7' j / \ 3 / _ Cf) CLG.MGT._ _ WC _ I\\ 0 3 I/2 �r - ` 011 l Y \ o - - - - o W.I.CLOS. / -' L CLG.MGT.=T-3 !8' T "' tWu'- p . • 'e- ,tom 1 5 1/2" _ 24'- I" I!2' I I 3 13'- I' I/2 I I'-4"� 5 1/2' ��&- -' 1' 112" P)_ 115 _ o I — — _ G'- I' 5'- 115/8' S'-5' 18'-G I/4' 5'-53'G` - 13/8 DATE: 8-22-19 RO10-4"x8'-0", 3'-4'' T-7112' 4'- 101/8" 5'-0114' G'-T 37-5114' DRAWN BY: RDB O.N._ � - P'DOOR ' 7T 1114' SCALE: 3/16"= 1'-0„ 'I- = TITLE First Floor Plan SHEET NUMBER A-2 First,Floor Plan . 3/16 1 0 } N C N C .0 01)Q O N Window Schedule a� r o Rough Rough Mark Width Height Width Height Count Manufacturer Model Description Head Height Comments ~ 0 W -0 r \ A 2' - 9" 4' - 11 5/811 2' - 8" 4' - 11 1/8" 6 Marvin Windows and Doors CUCA3054 3054 CSMT Head Hgt. 7'-0" & 8'-1 1/2" n ~ E a) o B 3' - 1" 3' - 3 5/8" 3' - 0" 3' - 3 1/8" 2 Marvin Windows and Doors CUAWN3640 3640 AWNG 7' - 31/211 rV = u z r' C 3' - 1" 2' - 7 5/811 3' - 0" 2' - 7 1/8" 2 Marvin Windows and Doors CUAWN3632 3632 AWNG T - 1 1/8" U W a " 5' - 11 5/8" 3' - 0" 5' - 11 1/8" 2 Marvin Windows and Doors CUCA3672 3672 CSMT 5' "- 0 5/8 D 3 - 1 Q E 2' - 3" 3' - 7 5/811 2' - 2" 3' - 7 1/811 1 Marvin Windows and Doors CUCA2644 2644 CSMT 6' - 8" = o z U-) F 5' - 5" 6' - 5 5/8" 5' - 4" 6' - 5 1/8" 1 Marvin Windows and Doors CUCAP6478 6478 Fixed 7' - 4" G 1' -7" 6' - 5 5/8" 1' - 6" 6' - 5 1/8" 1 Marvin Windows and Doors CUCA1878 1878 CSMT 7' - 4" N o H 1' - 9" 4' - 11 5/8" 1' - 8" 4' - 11 1/81, 1 Marvin Windows and Doors CUCA2060 2060 CSMT 7' - 11 1/8" O -- CID 1 1' - 9" 2' - 3 5/8" 1' - 8" 2' - 3 1/8" 1 Marvin Windows and Doors CUAWN2028 2028 AWNG 3' - 01/8" o LO L 3' - 1" 3' - 11 5/8" 3' - 0" 3' - 11 1/8" 4 Marvin Windows and Doors CUCA3648 3648 CSMT 5' - 81/4" r\ N 3' - 1" 4' - 7 5/8" 3' - 0" 4' - 7 1/8" 2 Marvin Windows and Doors CUCA3656 3656 CSMT Head Hgt. 7'-0" & 8'-5" �o O 4' -4" 7' - 0" 4' - 2 1/2" 6' - 11 1/4" 4 Marvin Windows and Doors MNDG-RS FIXED Polygon LO P 5' - 1" 8' - 10" 4' - 11 1/2" 8' - 9 1/4" 4 Marvin Windows and Doors MNDG-RS FIXED Polygon Q 4' - 1" 3' - 11 5/8" 4' - 0" 3' - 11 1/8" 1 Marvin Windows and Doors CUAWN4848 4848 AWNG 6' - 6 3/8" R 2' - 7" 3' - 11 5/8" 2' - 6" 3' - 11 1/8" 2 Marvin Windows and Doors CUCA3048 3048 CSMT 6' - 6 3/8" S 4'- 1" 2' - 3 5/811 4' - 0" 2' - 3 1/811 1 Marvin Windows and Doors CUAWN4828 4828 AWNG 8' - 91/2" T 2' - 7" 2' - 3 5/811 2' - 6" 2' - 3 1/8" 2 Marvin Windows and Doors CUAWN3028 3028 AWNG 8' - 91/2" U 3' - 1" 2' - 11 5/8" 3' - 0" 2' - 11 1/8" 18 Marvin Windows and Doors CUAWN3636 3636 AWNG ' - 11 5/8" 2' - 6" 5' - 11 1/8" 1 Marvin Windows and Doors CUCA3072 3072 CSMT 8' - 7 3/41' V 2' -7 5 . W 2' - 7" 1' - 11 5/8" 2' - 6" 1' - 11 1/8" 2 Marvin Windows and Doors CUAWN3024 3024 AWNG Head Hgt. -See Elevs. / Plansui / Y 5' - 5" 2' - 7 5/8" 1 5' - 4" 1 2' - 7 1/811 1 1 1 Marvin Windows and Doors CUAWN6432 16432 AWNG 1 7' - 1 3/8" /� \\ 70 N o, 7 7- \\ z z 6 rU G' G"x I TUBE \\ Z U PAV N +�- FINI DOWN LC NY �o a / `\ ��'%oy�G� \�\ 0 •�S2O8",O, FR 2nd � g�' ' �j '� yG \\\ V) 0 . / CLG.HUT. C) \ \ \ �c,;; OPEN TO \\ \ / \ / \ \�\ \ � s� �� `,' i. . \ BELOW d 5 RY i 3� / �.� BEDROOM os ,� ; \ - B CO CLG.MGT. - 10`-1 1 7/8' O \ 6sM COMBO \ \ U �' \\ PAV ON PE PL \� Z v' � d ° . c TE 5H DO 2'FRO W.I. 210 \ S O -R '� T/0 2nd \�° O \\ ATH \ \C�L'0_5 CLG.HGT• 11 d�� \6; Wes• 21 8'�'`� `a� '� *. G\ ,� /i 06 LG.HGT._\� �� / !r, \\ CLG.HGT.- \ C 8'-4'. `L j�� i° ' / \,Si \\10'-I 17/8" G�' -� \� \\• / �All G� BALCONY 201 I / cord �s ytiF CLG.MGT.-7'-1 1 7/8' �� ' f� \ i \ \\s° // \tea/ M� �_ 1� ' �� T'' '� \\S` .�cfv OM sD �� i \ / \ \ \� y '// CATHEDRAL SLING CM COMBO � w U \ // / \\ ; \O 2�� 11 II T-85/8' _ OFFICE AREA \ / = \y "�� i �" l�� - g -/ �� , W.I. - - I GU EST RM •� - OPEN TO �\\ / �- CLO5. u I CLG.MGT.- 11' 3/5' / BATH z_ , � `°� , / CLG.MGT. 21 b d / 3 I!2" r 5'-27/8' 3 I T 10 I/8' v rn 203 w O - UNFINI5HED ,\ M 1 cn ++G �— o�C II 3) 211X 11 1 05 2 V I 1 Ile ATTIC „'� _ --- --- Oil LU FROW!- - -- —r• _ 1 -M 5 I/� 13'-8' M - — Zi in 0 - - - - �` 20 61 I. _ 3112' --ter `T110 BE POST P05T DRAWN BY. RDB - - - - ,,, I Mill -o DATE: 8 22 19 LOW \\ \\ \ j (3) 211XG' x _ (3) 2"Xro' 1 n Tb L ST 5T L U L U � `J \\ \ \\ r 9 f/ 3 -0 I 9 I/ 5 -03/8 2-8 5'-05/8 I 9 1/ 3 -0' I 9 I/ SCALE: 3/16'= 1-G' 1 1 II 1 N 1 11 1 . � 1 ■ I 1 � \ \\ lei V -100 TITLE G'-7' I I 0 1/ ' 112' 12'-9' 5 1/2' j'- 19 IS'-7' 5'-3' 3 I ' 5'-0' 5 . Second Floor Plan Second Floor Plan r% �� r��_��.�, �= 11�' =��'-0% ,.�..�\ \�i�� / �� \�� / •��'� ��r � SHEET NUMBER Building Height TYP. ROOFING - 360# 30' - 7" ------------ --_- --_- \ j c ASPHALT SHINGLES OVER 30# / FELT. TO BE CH05EN BY �' \\ ' OWNER. DARK GRAY/ BLACK. SCUPPER � � OOFING - EPDM SCUPPER O TYP. FLAT R In - ROOFING OVER TAPERED // \\ .� ,� 'I � ��, r��r� ap•:�' ,t z f a ys I � �_ O INSULATION SLOPED TO GUTTER. \ \ \ / \ \ Roof High Plate HHH�t. ®1 a oo @ PROVIDE SCUPPERS AS SHOWN. \ \ r h r,. ,a - \\� / \ 23' 2" o TYPICAL SIDING - TAG CEDAR \ \ jI! _I Roof Low Plate H t. Q -i OVER TYVEK. STAINED BLACK /j \�\ T ) \ E sl '\ \ \ - - 20, 2„ F- U 7C) TYPICAL 51DING - T*G CEDAR ___ OVER.TYVEK. STAINED WHITE j - :"` ' r: '._`r `I`" R A - n LO rpoo C [] 00 Second Floor LO SCUPPER %/ \\ �o a \'� —`,T/o First Floor Plate r 1 0 `J N O T/o Garage Plate o 8' -2" LLI APPROXIMATE GRADE � First Floor �a T/O Founda.lon 4 � 14�T 17-1 1 1 I Ca :ti ? •� �� lbl - _ 6, �r tr�! 1 - I I Basement— I 1 I = — - - - -- — — — I\\=8' - 83/4'"� —�= I =1 I I = N 11—I 1 I I _ — _'T.O.�Footing - C 1 TYP. ROOFING - EPDM l / SCUPPER West Ele vation , > -- ROOFING OVER TAPERED - - C 3/16" = 1'-0" INSULATION SLOPED TO "4, " ��• ,`y ' 1 : j \\ .:rr;,'.-- i \ aINTERNAL GUTTER. PROVIDE SCUPPERS AS SHOWN. LO TYPICAL SIDING - TtG CEDAR OVER TYVEK. STAINED BLACK \ [/ \ / ILI ui! la Z TYPICAL SIDING - TAG CEDAR OVER TYVEK. STAINED WHITE L L! LLJ _0 U N U TYP. ROOFING - EPDM ROOFING OVER TAPERED :,'.:1 ,;" / \ \ INSULATION SLOPED TO \ `•-": .;�:` -_ j / INTERNAL GUTTER. PROVIDE 5CUPPER5 AS SHOWN. SCUPPER \ -- \ (I i \\ O O D 0 \ co i i APPROXIMATE GRADE .w� r x - - - 1 �1. -— " :.q;: 't.�. `+'' ::-i• :.#t/'�,->s.'F.% "- ,Sa-I R rt x 1 , ui [1-1 = l l — 1��=I I I I —I I— I I I I—III—I I I_ 1 •� \ ' I � k I III I I I I II I I II I I — I— — — I I I I I� —I---� �— l— —I I—I I I I ROO LNG - EPDM Y Y OOFING O ER TAPERED SINSULATI O LOPED TO 2 Northwest Elevation INTERNAL UTTER. PROVIDE 3/16" = 1'-0" I - �CUPPERS S SHOWN. �xK. it 1 ,ri I 1 r' P r? Pt h„^• j -.,,.I.,, �'t•w..+;i^n ! �� TYPICAL SIDING - TAG CEDAR J\�'`� OVER TYVEJ( STAINED BLACK , I I, _ - __ TYPICAL SI ING TAG CEDAR 2 ��-/��1` ,� �\ _ OVER TYVE STAINED NATURA � \ �-� �-� W z II � ' ! III�III IIlI O I I P /� \(OD 00 0 0 LL_ TYP. ROOFING - EPDM 0 EFEaz I x PIODfING OVER TAPEREDILI j I - I _ ,-_ ,' , -a,. '�'•I' •f ,-,,:.< .� ;\ '\ INSULATION SLOPED TO w - :r et 3u 4 2, Z }4, INTERNAL NAL GUTTER.. PROVIDE i I • � " s. I I I N SCUPPERS AS SHOWN I I I I !I z ! '.v II ,I - F I i I N r .r I I - r , W ! I I • Il,i !I�ll \ ' / !! TYPICAL SIDING TAG CEDAR 118 OVER TYVEK. STAINED WHITE DATE: — — — 8-22-19 '!11 �I�III!,1!I I III ! III I / / / // // / / / T'r 7 ! ❑ ° y �' •l: DRAWN BY: RDB L-1 // . / / L SCALE: 3/16"= 1'-0" �_ 117 116 APPROXIMATE GRADE r-L ! �, TITLE Elevations - I I —i— I—I I —I I __77 _ I 1— � �� I ( I I I—I I (—� I I ) I —III I I —I SHEET NUMBER I Northeast Elevation — 3/16 - 10 A-4 =11 = _ 1 I= 1 =11 = - mow' ` -__- --_--- -- - /1_-N,,^'_____\�/ -'' --� /' �l -/,-�� ,�l—/-� Building Height TYP. ROOFING - EPDM 30' - 7" ® c I j I ROOFING OVER TAPERED N �/�\ \� __ �� ! INSULATION SLOPED TO TYPICAL SIDING - T*G CEDAR E /. /� \\�� , \\� � DRAINS. PROVIDE 5CUPPER5 FOVER TYVEK. STAINED BLACK O I / r r N,\ a \ ,I .a F ' w. 4.. _<::, ,,,a 0 C ,�. . . ` Y W, r L #• ->_ .rs� _, ^` ..r„s MM 'r s d •b' F ifa. a. 3 rw,.s r, -'s' t-. 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S- — I 4s w ,,'a� Y J S 'J N-` tt 'b J .� I IIII : 1 1 ,.r �t� .' ,�.. .! .,�-,.�r a..°i�^+-,- �'�:• �- .a/ _ , T .� , r /,�.y� n,.r f I _I i I Ii i II i II I I iI x ,. , _.••'�........ ... .. .. r� J/1,\ -."+r. , , .s.,, f, ,+ .,�-. �. ,..,.., {., ,. 1y.,,rF f <,. r - j' _I i II II I—I I—I I —i II I I_I I I i I I I I ( I i I I I I I—I , II i —I I ICI I —I I i.—I i I I_ _ Ur., ,.; :' ^ r / \ ti' . i : �� m st r �, r r•r ..,. �r; jr a H , I µ a, e, ., , , y ._ . .. : a, ,. .. '. . South Elevation ' .- �'. ,� ,� 3 s ,. .1 �7. . -.,... - ..: :ir ;p \— I i CIJPiP R 11 : , TYPICAL IDING - TAG CEDAR Z Q "' A -I ; _ 9 :' �\ =. OVER TY�EK. STAINED BLACK N � ! I i it � I ; i it I 3.� / \ - E z 1 1 i i \ im ¢ O I ;; �1 I `1 I I'i I� I TYPICAI�SIDING - T*G CEDAR = o ., a �'p 1 :il ' kr ,.fj 3 !11 I \ R d tZ06 `I ; ; i h;I I^i. � I,E, { 111 '' \� OVER EK. STAINED NATURAL a I a1 �i 0 I 0 ; I 0 C0.I ?` i 207 s I fi 1 R0 I \� z 1 1 1 IN i \ a ;'1 hrl P P ±41 P P,I'i , . -,.. '� - ;5, ;ll; ;. I °f1 I = _ p,F � - _ I I 1 y, l:j a+i,1' - __ " ` / \ TYPICA SIDING TAG CEDAR o I �1 j '� ,1 \ INED ITE I• I I 1 I I I, y.' ; S 4 ! ! .§� ,�, 1 ;11 11 I .. U _. 1 I , 1 ,, 3I I I I I I I 111l �"x1 err'-- i 1 i,i i i - .- { f J;I .i._ a _, I 1 :i1 1 ;, ; \\ OVER EK. STA WH1' �_ �. _ 1*1 I I• \. -� I w a I : I:, I I;I I'I'I'I I I , .�� ''+ � ��'y �i 1' - _.- - fI- - I i .,-..�...�' _..,•.. - i,; i � �', III . I.,I - : i , .. _ : : i I I�1 I��I I I ,: I �-4y;=r"1 =...DTI'_--_. '�'il 'S 'Ii Y t � -._.....-..........,::...-.•. � - _ _ _ _ -- _ — lli I , , I' . I::"• 1" _.- _<�) TYP ROOFING - EPDM I.III, .I a k II 1 l'I 4. �, R - - 'ji a V! "k. 7 I f �' y'8: , ,•.- ' I- 4•__ OOFING OVER T PE D- I : „ .11 \ R R A RE 1 1. :,'. '� I PPE ::, ., f \\ Y, tf i \`) 11 'NI I : I' N SLOPED T INSULATION S O ED O - y. i 4 n. -- 41� 1` j r tr- t I INS PROVIDE SCUPPERS w qq ,, '1 I 1 DRAINS. R RS I' yl h cj Y .11 I i I 7 yf/ {��!. 7 i T%,@ I 7^ 1 v i + rl t- __ I I N I p �' II t � I I I '� :I� ri _ :' � I AS SHOWN. p , :; ,�, I i 1 1 I +n a 1 I I I� II ? I I -- - y ,I III I 120 1 119 1 I I 4 -- ------ --- _-- ---_ 21 .1 122 ;1 j 11 123 d I I . I i, 11 ' I I 118 ❑❑�❑ '� DATE: 8-22-19 11 I +I 1 i I• :, :,' a:@ r =i. f ii it '11 n 'I '( - 'f I I I ;; 11 I. I i ,_ _ ,:,: I DRAWN BY. RDB yy y I, I , 11 I �F �Ii �I 'I 1 +,i _._ l..• I 1J ..�,- f 1 N i �I� b p..._. f_... i -011 i SCALE b - 1' I'1 '�� sr,l -. --1 V'-- �- ''---'- i'.,.' ., r , .,.- ...,..�. El u 1 i - - - - - . - - �� , :, - 117 116 APPROXIMATE GRADE '; TITLE a ,"r , ,'k:..,,. E'L.i. _--- - . , . ' = . • . . . ' . - ' , - , . -, ; ' _' :r Elevations , ., - I i— 1 -- - . . --- --- - -- - - - 1. _ _- _ _ _ _ , __ „ - - - - _ —� I —III—I I —III— I I 1 SHEET NUMBER —I�—�— I� I�—� I—I�1— III —� �— I� 1 I—�- -�— I I =ICI —� 1 _ — — 11- - —_ _ — — —_— — =1 =1 I1= I =1I =1 = 1 1= I = I1= I _ = I11I 11 I II I = I1=1 I II = 1 �_ _ — A-5 I_I _ I_= I I_ I _III—I _I I I II I _ — — — — _ _ _ — - -- - - — — - - =1 I 11 = I 1 1 I=1 1 I 1 I I I= — I I = I I III=I I=I I I I I I I I== I I= I=- - 1 I �EastElevationI I —I 1 I I 1 1 1—I I—I 11— I 1 I I — I— I — I3/16" = 1'-0" 1 1 1 1 1-1 I--I I I I 1-1 I—I 1—III—I I t-1 I III 11 1 I I►-III-I ► 1—I 1 1 I I I I I 1-1 I I—I 11 I—I 1 11 III 1 I 1-1 11 I—I I I I I I—I I I 1 I I 1 I I 1 I I I I I I I 1 1 I I I I I I i I I III III—III ► I —III I I I III I I 1 III—III III—III III— _ - -- -_ - ---_ EPDM ROOFING SYSTEM 3/4'CDX PLYWOOD SHEATHING (BLOCKING @ ALL PLYWD SEAMS) / N ALUMINUM CAP FLASHING OVER Roof Height _ 2'R 13 H.D.CL05ED CELL FOAM @ - 30' _ 1�� c ROOF FELT OVER(2)2 x G'CURB \1 SHEATHING AND RIM BOARD. WITH CANT STRIP(TYPICAL) ' x 120 .:_ 00 EXTERIOR 51DING AS SPECIFIED - R. RAFTER AS NOTED ON ELEVATIONS W/TYVEK HOUSEA A ON FRAMING PLANS Roof High Plate Hgt. O N r- O WRAP OR EQUAL M BOARD TO MATCH 23' - 2" _- �. R DEPTH >- _Roof Low Plate H ! - - - --\ -- --- �_- !- — __ LU 0 j O 00 � �--- R-38 MINERAL WOOL INSUL.W/V.B.. 2O -2 � Q o � CF�LING D � 1.5' -- EXTENORSHEATHING€DRYWALL \ U.O.N. p � N TO TOP PLATE —L N r��'/ o �„ ��`' i '�' /h" M BD�ON x4's = -C Z CAULKED 112-GYPSUM BOARD nN15H.WATER `n - U UrZ — — — — — o'' - �' . ao o = OFFICE © o o• RESISTANT @ BATHROOMS U.O.N. N r" u - '� `' o S Tv, ca < SO 2'R 13 H.D.CL05ED CELL FOAM W/ "1 N `� m o � m O o in n 1i , I I I L I I = z D u� 3 1/2"R-15 MINERAL WOOL INSUL.W1 '- p v' � N 31 I ,V)o I -� o ° o V.B.,U.O.N. Second_Floor _ 1 1 ; I II - -- - N � I 112'GYPSUM BOARD FINISH.WATER N �,I 1 I _ - ---- —-- --- RE515TANT @ BATHROOMS U.O.N. T/o First Floor Plate_ _ 1 O - - --- - -- VJ 10' - 9 1/4" -- — _ o - - o SECOND FLOOR N 3 DETAIL - Callout 1 T/o Garage Plate _Roof Hiq Plate Hgt. - 1" = 1'-0" - N __ SECOND FLOOR � I ~ � � I 3 2'x G"WOOD STUDS @ I G"O.C.W/ 1/2-GYPSUM BOARD WALL FINISH.WATER `r `4 a-,p o _ U 2 A-6 DBLE TOP PLATE€SINGLE BTM PLATE RE515TMT @ BATHROOMS U.O.N. LO b LIBRARY 11- o L VII, RM i �— FINISH FLO � DXTERIOR SIDING AS SPECIFIED - ORING€BASE MOLDING HOUSE WRAP OR EQUAL ON ELEVATIONS W/TYVEK ` TO SELECT OR AS SPECIFIED ON PLANS ~ 0 o - 3/4'T€G'CDX'PLYWD.SUBFLOOR ~ ' / GLUED€SCREWED First Floor - - - Roof Low Plate Ilgt. //� -- _ A - - __-__ -- -- �' 2"R-13 HIGH DENSITY CLOSED CELL I 20 2 N Al,/ 5PF AT RIM 1 SILL TO Foundation/� - -1- II IIIII a III SRI EXTERIOR SHEATHING ;x "�� --I - 5 3/4 - z CAULKED TO SOLE PLATE — % E FLOOR JOISTS SEE PLANS -- - - - „ — - ¢_ = w Basement - - --- - --- I I I— —III— ' - ,. ' - - -• ' . . . , . . .- - ------ ---DEPTH - o - M BOA TO MATCH F.J. DE _ _ ,- -BOARD - - Rl VJ - -- CAULKALL SHEATH � $ 3/4 , C I SEAMS(TYP1 AU � � T.O. Foot�nnp- SECOND FLOOR EXTENDR.SHEATH ING€DRYWALL x� -9 - O 3/4 _ - "; m — — CAULKEDTOTOP PLATE _ 112'GYPSUM BOARD FINISH.WATER B.O. O_Footi O 3/4'g- II ° -I I II RESISTANT @BATHROOMS U.O.N. I �— (2) 2N G'TOP PLATE(M.) 2"R-13 H.D.CLOSED CELL FOAM W/ Section A {: 3 I/2'R-15 MINERAL WOOL INSUL.W1 �3/16" = 1'-0" T V.B.,U.O.N. 3/4'CDX PLYWOOD SHEATHING _ I/2'GYPSUM BOARD WALL FINISH.WATER (BLOCKING AT ALL PLYWD.SEAMS) M15TANT @ BATHROOMS U.O,N. �� Roof Hecht _ Building ei h C � 30' - 1" 0' 7 ► 70 (D DETAIL - Callout 2 FIRST FLOOR L� 0 Z5 1" = 1'-0" Second Floor z ----\ - ( Z 12 0 m FIRST FLOOR Roof High Plate_Hgt. _ _ - - ---- __- Z ''" 2'x G'WOOD STUDS @ 19 O.C.W/ 2'R-13 H.D.CL05ED CELL FOAM W/ `'� 23' - = DBLE TOP PLATE€SINGLE BTM ~ 3 I/2"R 15 MINERAL WOOL INSUL W/ Roof Low Plate H t. I '- T/o First Floor Plate � - -g - - �� PLATE V.B.,U.O.N. ® 20�_2„ �c - - - - - �^ LLI �- J = =+_ ®� 10 - 9 1/4 T �- FINISH FLOORING€BASE MOLDING �C 5 TO SELECT OR AS SPECIFIED ON PLANS I �% _ - ,, - o L- A-s - F 1' _ - = OFFICE EXTERIOP.SID114G AS SPECIFIED = / 3/4'T€G'CDX'PLYWD.SUBFIDOR _ m - si a 0- Ci,ELEVATIONS W/TWEK j GLUED€5CREWDD ;S, m ^ °�° - O L L — — — — J HOUSE WRAP OR EQUAL R-13 HIGH DENSITY CLOSED CELL d I I i - �,•:-- O N l _� M �i i� Second Floor �D SPF AT RIM/SILL - - -I -- - ~ o -- - -- - - ---- - -- s EXTERIOR SHEATHING - — I � I � T/o Garage Plate, CAULKED TO 50LE PLATE - -- - ,� T/o First Floor Plate/ - :, = m - - �-' FLOOR JOISTS-SEE PLANS � 1 O' - 9 1/4" - - -- �� -- - g 'v +� So b T/o Garage Plate / � s. R-30 MINERAL WOOL INSUL.OVER $;2„ g GARAGE N N °C KI7 EN a BEDROOM UNCONDITIONED SPACES RIM BOARD TO MATCH F.J. 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SHEET NUMBER B.O. Footin --_ I I— I I II I — _ I—I I ( I— I I- CELLAR/BASEMENT ®% -1 1' -_0 3/4 2A- 6 T pical Section 7 DETAIL-Callout 4 8 DETAIL L;,Callout 7 1/2 - 1 -0 1 - 1 -0 1 - 1 -0 CS20 COIL STRAP ON EACH STUD N (UPLIFT CONNECTOR-TYPICAL)WITH i C --- ---- °° _ - 12"MINIMUM BEARING ON STUDS JOISTS AS PER PLANS MTS30-UPLIFT CONNECTOR i / (TYPICAL)(12"MIN.BEARING ON STUDS)(12" C - STUD WALL ABOVE ,° 1 ---HDU5(SHEAR CONNECTOR)WITH 5/8" �f MIN.BEARING ON RAFTERS) Q DESIGN LENGTH =�-- / DIA.THREADED ROD THROUGH NOTE: BOTTOM PLATE THROUGH TOP Q -_ SHEATHING AS PART OF SHEARWALL SEGMENT I 1 6 �i I?F° PLATES OF FIRST FLOOR AND ��.., ;'i' ALL STRAPPING TO BE INSTALLED 16"O.C. _ I �.- S.W.S. WHERE NOTED ON FLOOR PLAN SHALL BE �' °o \ / !� �' UNLESS OTHERWISE NOTED O ( ) - \, I "\ CONNECTED TO SECOND HDU5 �./ ate. ;'. ->. 00 CONTINUOUS FROM SILL TO TOP PLATE OR I - 1-114"x 20 GAUGE STEEL COILED STRAP ° ! o I I i/ INSTALLED ON TOP OF FIRST FLOOR " i '1 (� U� ; '{ �? __.�--��`= i #CS20 AS MFG D.BY SIMPSON 1 \ 'I ADEQUATELY BLOCKED AT JOISTS Bid COMMON ( I { 2 MIN. < DOUBLE STUD / `,% '"'" %' , ` BEARING ON STUDS ` A CONTINUOUSLY CONNECTED PATH MUSH BE "� \' ] I it 70 NAILS 6"O.C.EDGE AND FIELD. ) \� T'2 ( I •' '\\ . ; [ I�j- \ _ PROVIDED FROM THE STUD TO THE GIRDER • .•,;I 1� :�:• ! V � �-_._- ! { � BELOW HOLD DOWNS REQUIRED AT ALL FOUR CORNERS I r Q O OF STRUCTURE UNLESS OTHERWISE NOTED.SEE I--__ = '._ ,.--� MTS30-UPLIFT CONNECTOR(TYPICAL} I I /�- A35F MIN. 18 GAUGE PLATE ' � - "/ I ALL STRAP STOCK NUMBERS SHOWN ARE- (� \ i� � �,�, „•.'%;'', .>� >_ _ _ __ _ _ ALL STRAPPING TO BE INSTALLED 16"O.C. \� � V � � - -' CONSTRUCTION DETAIL o \ j ,° I. ?.•� CONNECTORS 12 O.C.MAX.(SHEAR " .� - CONNECTOR)ALL STRAPPING TO BE ! ! w O %' FROM SIMPSON STRONG TIE CONNECTORS C a��.,, i �I INSTALLED 16"O.C,UNLESS ' O 00 SOLID BLOCKING OTHERWISE NOTED Z O °° i I I ---- #CS20 1-1/4"X 20 GAUGE STEEL(COILED STRAP 2 s PLYWOOD SHEAATHING WITH 8d COMMON NAILS I \ II = - �I ° iJ� Lo A CONTINUOUSLY CONNECTED PATH J .. I WRAPPED UNDER SILL AND OVER STUD WITH \ V 1J"�- J/" , I• C'12 O.C.IN THE FIELD AND(�6"O.C.ON THE '\a ( U o \ \ MUST BE PROVIDED FROM THE STUD �\ I 12"MIN.STUDS BEARING p i (�` EDGE ) - -- ONE H2.5a STRAP EACH SIDE OF JOIST V / WITH 3 8d COMMON NAILS EACH END °• �I \ TO THE GIRDER BELOW. OF STRAPS AS MFG'D.BY SIMPSON I�� \� (, "� Q ` Q NO - _� � ------- - __ -HOLD DOWN I ALL STRAP STOCK NUMBERS SHOWN --? (UPLIFT CONNECTOR)5/8 ANCHOR BOLT WITH O SIMPSON STRONG TIE TB27 AT 8'-0"O.C.MAXIMUM `:>,f �, - 'r W X 3"X 1/8"WASHERS SPACED I(�i W.O.,O.C. Z `- - - -I - ARE FROM"SIMPSON STRONG TIE ~\, - ;j AND SPACED WITH 6"TO 12"OF EACH END '0 to -�}- 2 X FLOOR JOISTS CONNECTORS" \, PLATE.ANCHOR BOLTS SHALL HAVE A MIN. O O \ i - --� EMBEDMENT OF 7" V N O �� UUUvv O 00 JOIST BRIDGING AT 8'-011 , - ,- J - TYPICAL SECOND FLOOR TO EXISTING FIRST FLOOR / DETAIL - •'� SHEARWALL SEGMENT DETAIL � � OFFSET WALL AND FLOOR - - - - - TIE DOWN METHOD �' � TYPICAL WALL CONNECTIONS y - � �'� � � _ _ _ _ [; _ _ _ _ __ _ __ __ ___ __ __ _ _ l ----------- --- -------- ----- O.C. MAXIMUM _ - B I NOT TO SCALE �" ; NOT TO SCALE (NOTE:RETRO FITTING OF-EXISTING STRUCTURES WITH STRAPS IS NOT` D NOT TO SCALE ` E ) 01 NOT TO SCALE ) NOT TO SCALE _ '. _._.�� REQUIRED WITH EXCEPTION OF COIL STRAP) '•��% ------------ ------------------------TOP PLATE PLATE TOP PLATE NO SPLICE LENGTH SPLICE LENGTH -- 110 MPH � - -4-0"MIN 4'-0"MIN r l I FASTEST MILE I I -2"X4"CONTINOUS LATERAL BLOCKING 48"O.C.MAX IN FIRST TWO --- - I ---- -- -- �j T- A- 7 T-- __ __ _ WIND SPEED �pv,;� ' --------- -- ---- - FRAMING SPACES AT EACH END II I I� � WALL HEIGHT UNIT LATERAL I ---- -- - -- - - -- J�� FRAMING LOADS %/ CEILING JOISTS FLOOR FRAMING @ 16"O.C. -- 171 Tir _ i ,� -A35F MiN.18 GAUGE PLATE CONNECTORS(fl3 12" �' \� T, \ i �' ,- (2)10d NAILS VL - -FLOOR - -12'_0„ 249 I,. �--� ' �`� ' yy•�,,,....,- �` JOISTS '� `�` I --- - --- --- -- - O.C.MAX.(SHEAR(CONNECTOR) �' , �%� \,, 10 8d NAILS J { ,, �. „ {2}10D(NAILS ►� %--- �. .. I' ^� CS20 COIL STRAP-UPLIFT CONNECTOR ON EACH I ALL STRAPPING TO BE INSTALLED 16 O.C. x ' 1 I •.�_. --' I � -. \ . :• \. � \ f _ Id COOLER NAILS:---•-� .:. � �,`>. . � 1,;." r•;,1, 383 K \ �" \ ) STUD WITH 12"MINIMUM BEARING ON EACH STUD \ Al, UNLESS OTHERWISE NOTED " �, `.` \,.,,r GABLE END RIM -i`t N � (TYPICAL) `�. / >- • JOIST ear ?, 1 I �Q 5 O.C. � `>�� -,,. 1' �� .� � i` I 1.TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.B5 FOR FRAMING NOT LOCATED WITHIN 3'END WALL -0"OF �;, �. / / `i'/;%-(" EACH WALL STUD SHALL BE CONNECTED TO GYPSUM BOARD .•� r'^- .. -Lam' �L'i .� �. �� / � \•.- 1•;`�:' !Ia c.� CORNERS FOR BUILDINGS LESS THAN 30'-0"IN WIDTH(UV),OR WITHIN WI10 OF CORNERS FOR BUILDINGS GREATER THAN 30'-0" ALL STRAPPING TO BE INSTALLED 16"O.C. / _ �" THE GIRDER BELOW WITH BY ANY OF THE , IN WDTH. . i�(U . �° STRAPS SHOWN ABOVE.A CONTINUOUSLY 2"X BLOCKING AT LAST TWO - � 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL TO DETERMINE CONNECTION I I '" r. I- " I h"c. g a' CONNECTED PATH MUST BE PROVIDED FROM CEILING JOIST BAYS w I % `° � A CONTINUOUSLY(CONNECTED PATH MUST BE MTS12{UPLIFT)CONNECTOR / ; I N ? REQUIREMENTS,MULTIPLY THE TABULATED UNIT LATERAL FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE TABLEBELOW ,,i ,jy THE STUD TO THE GIRDER BELOW. (10)sd NAILS \l.v \\)} TYPICAL AT EACH LAPPED i . -'% �' __�_J i _-_ �.__ I �U PROVIDED FROM THE STUD TO THE GIRDER BELOW. t <<, 2'X 4' BLOCK NAILED TO EACH BRACE - - -- -T L 2"X BLOCKING FULL CORRESPONDING TO THE SPACING OF THE CONNECTION. i "' JOIST) WITH(4)10d NAILS l - / I L DEPTH OF JOIST ( I� ' i -- -- -111--- ---- �i �fl - -- - -l- CONNECTION SPACING 12 16 19.2 24 �� 5 ! ENDWALL STUDS 7` }} 0 PS720 d COOLER NAILS(�7"O.C.INTO BLOCKING I,J (STUD SPACING IN INCHE )- - - _ ALL STRAP STOCK NUMBERS SHOWN ARE FROM ALL STRAP STOCK NUMBERS SHOWN ARE �� `-5/8"MIN.T8°G PLYWOOD FLOOR MULTIPLIER 1.00 1. 3 1.6 2.0 I `I's "SIMPSON STRONG TIE CONNECTORS" FROM"SIMPSON STRONG TIE CONNECTORS" 1-1/4"X 20 GAUGE STEEL COILED STRAP#CS20 AS- G GLUED AND SCREWED WITH �- -- I MFG'D.BY SIMPSON WITH MIN.12"BEARING ON SHEATHING I STAGGERED JOINTS 3,TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0".FOR MEAN ROOF HEIGHTS OF I V-0"OR LESS,THE I STUDS WITH(10)Sd NAILS I TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0,80. 4,WHEN CALCULATING LATERAL LOADS FOR ENDS OF HEAD ERSIGIRDERS,MULTIPLY THE TABULATED UNIT LATERAL LOAD BY t2 OF THE HEADER GIRDER SPAN(FT.) ! CEILING AND FLOOR --�. TYPICAL CONNECTION DETAILS AT FLOOR JOIST LAPPED BRACING AT END WALLS _ -� c 1 TOP PLATE SPLICING DETAIL ---- ---- ------- 1 SECOND FLOOR LEVEL --_-- -- -- -- ---- - -_ `1 OVER BEAM DETAIL-- --- ---_-_ --- --- -_- ---_ `� CEILING BRACING_AT_GABLE__ END WALLS NOT TO SCALE r ;' NOT TO SCALE �, ! NOT TO SCALE J NOT TO SCALE \ NOT TO SCALE - -�\ J I v N a) ROOF FRAMING - iji' ] ---- CS20 COIL STRAP(UPLIFT CONNECTOR-TYPICAL AT MTS30 EACH PORCH ROOF RAFTER AS MFG'D. '- /!' -O TOP PLATE CONNECTIONS)12" � ��\ALL KING STUD DOUBLE TOP PLATE / / BY SIMPSON i'r,.= MIN.BEARING Obi STUDS � �- '"' I � -- U3 ------ TOP PLATES - -- = ALL STRAPPINGTO BE!NSTALLED 16"O.C.UNLESS ---ONE H2.5a STRAP EACH SIDE OF JOIST WITH 3 8d = ------- U3 ------- ------ ..�. l O -i - --- -_ OTHERWISE NOTED.A uONTINUOUS CONNECTED COMMON NAILS @ EACH END OF STRAP AS r _ _D/3 MAX. ' I I PATH MUST BE PROVIDED FROM THE STUD TO THE j f MFG'D.BY SIMPSON -----� --------- ------------ - GIRDER BELOW.ALL STRAP STOCK NUMBERS I -STUD I I SHOWN ARE FROM"SIMPSON STRONG TIE \ _ i NO NOTCHES _ BORED HOLE MAX. --- -- I ROOF/CEILING BEAM-SEE PLAN FOR SIZE AND _ W _� �D/6 MAX. h-- PERMITTED `I _ �� Dl3 MAX. D DIAMETER 40 PERCENT OF \ I I \ f / TYPE -- i I .�� O STUD DEPTH I ' H ER I CONNECTORS" -- MTS30 UPLIFT y +- _ I I CONNECTOR AT EACH I OS20 COIL STRAP(UPLIFT CONNECTOR-TYPICAL AT AC4 STRAP AS MFG'D,BY SIMPSON EACH SIDE OF `'1- 1> -�? -�_ I •II D/B MAX. ALL HEADER TO JACK t?nNNECTIONS)12"MIN. I i POST AND BEAM t - -��_ -DRPUNE• (� i__5/8 IN.MIN.TO EDGE RAFTER AND STUD I BEARING ON STUDS _: / ;' /- S 5l8 IN,MIN.TO EDGE ------- (TYPICAL) I ALL STRAPPING TO BE INSTALLED 16"O.C. i =-- O O ` FLOOR JOIST-CENTER CUTS � ;_J� J I I CS20 COIL STRAP(UP,!" T CONNECTOR-TYPICAL AT UNLESS OTHERWISE NOTED �� CV �`_'` ----- _ -- PROVIDE SNOW FENCE AND BALES OF RAY ALL CN __ ._� -1-^•- -,,.� I S�UD I F ALL STUD TO BOTTOM PLATE AND RIM JOIST 1 �% / /� AROUND TREES. ` , ( CONNECTIONS)12"MIN.BEARING ON STUDS - TREATED ACQ WOOD POST.SEE FLOOR PLAN �" / l I N"PLIFT -- I % FOR SIZE AND TYPE I DI4 MAX. NOTCH MUST NOT EXCEED 25 ----' �,.%' CONNECTOR --- -_-� �- -_---- _ PERCENT OF STUD DEPTH % C -_ - } ,REQUIRED - -�__ III -HDU5{UPLIFT CONNE':,OR)WITH 5/8"DIA. ABU44 GALVANIZED STEEL POST SADDLED AS D IF HOLE IS BETWEEN 40 PERCENT AND 60 I I -f j; I !I ' j' THREADED ROD EMBEr=D 12-1/2"INTO CONCRETE _-_- � MFG'D.BY SIMPSON - - - - 1 % PERCENT OF STUD DEPTH,THEN STUD ! I �- %: --- ! WITH"SIMPSON"ET(HIGH STRENGTH EPDXY i -------------! --------- - - �- �� MUST BE DOUBLE AND NO MORE THAT TWO I ADHESIVE)AND FOR TEMP'S 0°F TO 40°F USE I - BORED HOLE SHALL -----' SUCCESSIVE STUDS ARE DOUBLED AND SO "SIMPSON'AT(HIGH SRENGTH ACRYLIC ADHESIVE) NOT BE LOCATED IN THE SAME BORED ( I + (TYPICAL AT CORNERS OF BUILDING,AT ENDS OF �. —EXISTING GRADE //:•..-/.- " / !, � � D/4 MAX. I I u=_--__-_-- - -- - --��IV- FLOOR CROSS SECTION OF CUT OR = _-__ - - = SHEAR WALLS,AND EACH SIDE OF SIDE DOOR OR JOIST-END CUTS NOTCH IN STUD I I L iI WINDOW OPENINGS OF 6'-0"WIDTH OR MORE) i �--POURED CONCRETE PORCH.SEE FOUNDATION �l JL PLAN -- J M - NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR FRAMING AND UPLIFT MAX. DFROM / �•. SUPPORT WALLS AND BEARING WALLS - - - - - - i CONNECTION N FOR WINDOW AND DOOR_OPENING ------ PORCH ROOF STAPPING DETAIL - - - ----- - _TREE PROTECTION_DETAIL __ -----� I I NOT TO SCALE - ---- --- - ---- K L I M 1 \ I NOT TO SCALE i NOT TO SCALE - - - - NOT TO I I DOOR AND WINDOW HEADER FASTENING I I D ALL STRAPPING TO BE INSTALLED 13"O.C. SCHEDULE t w A CONTINUOUSLY CONNECTED PATH MUST >' D/3 MAX. I � ;'�/�' 1 ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENINGS BE PROVIDED FROM THE STUD TO THE ON ACCORDANCEVNTH WOOD FRAME CONSTRUCTION MANUAL2001 p GIRDER BELOW. U TOP PLATES -------- r-% -i RAFTER/CEILING JOISTS(R802.7.1) - I _-NOTATION A B D E I F - _ `\\ r CS20 COIL STRAP UPLIFT CONNECTOR- ROUGH OPENINGS - '�� 1 STUD �` '`" i' %i' / - /'{ TYPICAL AT ALL HEADER TO JACK c - I .;,5 r o 2 (1)rx a- 1 1 I 1 ' BORED HOLE MAX. -- I I �!i %' 'i CONNECTIONS 12"MIN.BEARING OV STUDS _ \. \, �f' \ "�� ) a o• a (t)rxa• z x�i-z -- r �- DIAMETER 60 PERCENT OF I r\ i = /i - ---- - - I Ij�i (z)rxa• I - HDU5(UPLIFT WITH5/8"DIA. STUD DEPTH I (� N ) T� THREADED ROD EMBEDDED 12-1/2"INTO \ 6 OR 3 3 3 !3 MTS30 UPLIFT CONNECTOR(TYPICAL) I ! - CONCRETE WITH"SIMPSON"ET HIGH �, �• \' ��! �� 5/8 IN.MIN.TO EDGE STRENGTH EPDXY ADHESIVE)AND FOR TEMP.'S IN, �.-- CS20 COIL STRAP(UPLIFT CONNECTOR- IE1®' HDUS 0°F TO 40°F USE"SIMPSON'AT(HIGH SRENGTH i - T:•I I i TYPICAL AT ALL HEADER TO JACK 6 OR 3 3 3 +3 D/3 MAX. �'./ /(\�l1 -'';% I � + I ----- ---- I � ,� II�, � ACRYLIC ADHESIVE)(TYPICAL AT CORNERS OF h `:�'/ ! NOTCH MUST NOT EXCEED -- ( .l. / \ II CONNECTIONS)12"MIN.BEARING OV STUDS 10 0=-- - 10 -(2)rx e•-- a a a a ?` I BUILDING,AT ENDS OF SHEAR WALLS) 40 PERCENT OF STUD DEPTH I I ! I i I tra _12 x rxfi a 5/8 IN.MIN.TO EDGE , �\1' \. I l) NOTATION: I ✓' �\ ..�\\ \...,, A.NUMBER OF 8d NAILS EACH END OF STRAPPINGS ABLE I _ ti Z 3.7,PAGE 157 6 TABLE�6A PAGE 316) '`�. \ .`� - HDU5{UPLIFT CONNECTOR)WITH 5/e"DIA. B.NUMBER OF SILL STUDS-ON FLAT ODES NOT APPLY TO :>� _= PRESERVATIVE-TREATED BARRIER Cz>' \, \ I III I _ / \. NOTE:Z IS MEASURED AS A + THREADED ROD EMBEDDED 12-1/2"NTO DOORS)(TABLES 3.235,PAGE 193 N w BORED HOLES SHALL NOT BE �I'> � > I % CONCRETE WITH"SIMPSON"ET HIGH GNUMBEROFFULLHEIGHTKINGSTUDS�EACHSIDEOF �__ _ - `..\ �� \\ HORIZONTAL PROJECTION ON THE i I, l �I I I { HEADER(IABLES 323C,PAGE 193 `� '° �` '`�' \ ,`�'� '`\ ��-��, BUILDING ROOF AND WALLS. w z LOCATED IN THE SAME CROSS <;�. STRENGTH EPDXY ADHESIVE)AND FOR TEMP.'S D-NUMBER OF16d NAILS,END-NAILED THROUGH ADJACENT Q / PIPE OR CONDUIT \` 0°F TO 40°F USE"SIMPSON"AT(HIGH SRENGTH KING STUD TO END OF HEADER Q EACH SIDE(TABLE 3.7, ° (( - `` s)i SECTION OF CUT OR NOTCH IN STUD lqq l '' L z I �'/ \`> �✓, iJ PAGE 157)6(TABLE BA,PAGE 316) _ •:' ".�j° r J.\ \� \`-. / U I ACRYLIC ADHESIVE)(TYPICAL ATCCRNERSOF E-NUMBER OF JACK STUDS 0 EACH END OF HEADERS 94 4f s; 2 IN.MIN.FROM TOP / I!?I ?'. �+ \ I BUILDING AND AT ENDS OF SHEAR WALLS) NUM(TABLESR OF 1 PAGE 19 END-NAILED DOUBLE HEADER �'� r `\.\ \ - ?•' �' ! AND BOTTOM OF JOIST' V \ F-NUMBER OF 76d NAILS END•NAILEDTHROUGH ADJACENT ' z I D(ACTUAL DEPTH) I JACK STUDS TO END OF SILL(S)B EACH SIDE(DOES NOT APPLY TO DOORS)(TABLES M.PAGES 157)A(TABLE 6A, �.\ �•, PAGE 316) 0[ NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR ;5)'(,�� ,�Tyy w CUTTING NOTCHING AND DRILLING ' WALLS AND NONBEARING WALLS - - WINDOW AND DOOR OPENING CONNECTION TYPES - - - - - __ HOLD DOWN DETAIL i _ \ �( Lu -- ----- --------------------------- ___ ---------- =- -- ---------=---- -� r NOT TO SCALE �l\ `'� / NOT TO SCALE / NOT TO SCALE NOT TO SCALE UJI -- THREE SECOND �� GUST F �0 100 110 i120 30 140 150 N ttu �- - i/ DUAL SLOP ROOF - NO STRAPPING REQUIRED WHEN ---ABU44 POST BASE --'---�� ,,-"� �,�� - 1 �\� I �j,T, SHEATHING LOCAT _ -_ SUCTION PRESSURE(PS ) -- --- -- - ---COLLAR TIES ARE 16"O.C. ,•'" ASSEMBLY _ 1 " -----� - - _- �i:)' I I ZONE 1 13.4 15.0 �18.5 .4 6.6 1.2 6.21.6 WASHER SUPPLIED WITH ;��11 { I �, ( lt1 u I i I� • I -_- C}mil ONE 2 ----- 5.8 8.9- --',35.7 _ 3.2- 1.4 - 0-4 -- 0-0-- 80.4- _ ASSEMBLY DATE: 8-22-19 ONE 3 3.7 7.8 6.7 6.5 7.2 8 9 1.5 '105.0 ^ -2"X4"COLLAR TIES 16"O.C.1/3 nR f, I ,: J r jl ---- -- --- --- =- -'--i- DRAWN BY: RDB DOWN BETWEEN RIDGE AND L� ,1 I� ONE 3 OVERHANG 1.9 7.0 _ 58.0 0.1 3.5 _ 8.0 113.6_ 130.4 ' �''•., CEILINF JOISTS(MAIXIMUM _.._ 1/2"GALV.ANCHOR BOLT - ;T , ° ? �'I }} ti',;� r\ %s - - -- - - -- - ; SCALE: 1/4"- 1'-0" HEIGHT ABOVE ATTIC FLOOR NOT IMBEDDED IN POURED / I L�i �' �- 1 °`? - -y-=-G--- --- / ., \-'IU f �NE4 145 162 01 43 89 39 93 51 TO EXCEED 4'-5' I CONCRETE SUPPORT PIER \(- ,+�� ? � I'� l ° ONE5 �17.9 p0.1 4.8 OA 5.6 1.8 8.5 155.7 �- i' - ----- - \ SIMPSON STRONG-TIE TITLE i POURED CONCRETE PIER SIMPSON STRONG TIE AC WITH HTS INSTALLED TO JOIST. ECCQ•SDS2.5 VERIFY WITH POST AND 1. THE DIMENSION,Z,IS MEASURED AS 10%OF THE MINIMUM BUILDING DIMENSION, SIMPSON STRONG-TIE BUT NOT LESS THAN 3 FEET. INSTALL H1'S ON BACK SIDE OF BEAM.VERIFY WITH BEAM BEAM SIZE SIMPSON STRONG-TIE AND POST SIZES , CBSQ-SDS2,VERIFY WITH POST SIZE LUS-VERIFY WITH JOIST SIZE 2. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B Details i I TYPICAL�ND FLOOR DECK COLUMN CAP TYPICAL JOIST HANGER CONNECTION TYPICAL COLUMN BASE CONNECTION TYPICAL JOIST HANGER WITH A MEAN ROOF HEIGHT OF 33 FEET,FOR BUILDINGS LOCATED IN OTHER i EXPOSURES,THE TABULATED VALUES SHALL BE MULTIPLIED BY THE APPROPRIATE ADJUSTMENT FACTOR IN TABLE 1.1 _ SHEET NUMBER ,, I :'_�•. ROOF AND WALL SHEATHING SUCTION LOADS ROOF RIDGE DETAIL \ POST BASE DETAIL - _----�' I TYPICAL DECK DETAILS j l NOT TO SCALE �, l NOT TO SCALE--__-____ ---_- - __- - � I NOT TO SCALE -_- -_-_ --__----- ----_-----�� / i NOT TO SCALE --- ----------------------___-----___--------------------_--------------__-----7 U I TABLE 3.413 TABLE 3.9A NAILING SCHEDULE AND DETAILS FOR STRAPING MEMBERS TABLE 3.1 UPLIFT STRAP CONNECTION REQUIREMENTS-EXPOSURE B(ROOF-TO-WALL,WALL-TO-WALL,AND WALL-TO-FOUNDATION) RAFTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS WOOD FRAME CONSTRUCTION MANUAL-2001 EDITION NAILING SCHEDULE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) NUMBER OF NUMBER OF DEAD LOAD ASSUMPTION:ROOF/CEILING ASSEMBLY DL=15 PSF {PRESCRIPTIVE ALTERNATIVE TO TABLE 3.9) FOLLOW WIND DESIGN 110 MPH REQUIREMENTS , JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING DEAD LOAD ASSUMPTIONS:ROOFRSSEMBLY DL=tOPSF � ROOF LIVE LOAD GROUND SNOW LOAD WOOD NAILING REQUIREMENTS 0 85 90 100 110 120 130 140 160 0- ROOF FRAMING THREE SECOND GUST WIND SPEED{mph) 0 SEE SCHEDULES FOR ALL NAILING REQUIREMENTS 0 20 PSF 30 PSF 50 PSF 70 PSF RAFTER TO TOP PLATE(TOE-NAILED) SEE TABLE 3AA SEE TABLE 3AA PER RAFTER FRAMING SPACING ON) ROOF SPAN(FT) IN EACHND OF 11/4"X 20 MBER OF 8D COMMON I&E STLS OR RAP OD BOX NAILS,2 34 ROOF SPAN(F-E) COIL STRAY NAILING REQUIREMENTS � ^ -0 ' CEILING JOIST TO TOP PLATE(TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST 12 1 1 1 2 2 2 3 3 12 24 36 12 24 36 12 24 36 12 24 36 ALL STRAPPING TO BE 1 1/4" X 20 GAUGE STL O > ° ,g , 1 1 2 2 3 3 3 RAFTER SLOPE RAFTER SPACING REQUIRED NUMBER OF 16D COMMON OR 40D "S I M PSO N" EQUIVALENT - CS20 (COILED STRAP) W ~ � 0 � CEILING JOIST PARALLEL RAFTER(FACE NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 20 1 1 2 2 2 3 3 4 (IN) BOX NAILS PER HEEL JOINT CONNECTION 1,2.3,4,5,E ( 1 -0 >- 12 24 1 1 2 2 3 3 4 4 v CEILING JOIST LAPS OVER PARTITIONS(FACE NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 28 1 1 2 2 3 4 4 5 3:,2 12 4 7 10 4 8 12 6 11 17 8 15 22 LLI �- c 3 32 1 1 2 3 3 4 5 5 16 5 9 13 5 10 15 8 15 22 10 20 29 Q F- N 00 SEE TABLE SEE TABLE PER TIE 36 1 2 2 3 3 4 5 6 19.2 6 11 16 6 12 18 9 18 27 12 24 35 CROSS SECTION END VIEW TTT COLLAR TIE TO RAFTER(FACE NAILED) 12 1 1 2 2 2 3 3 4 24 7 13 19 8 15 23 11 22 33 15 29 44 /� V ) 16 1 1 2 2 3 3 4 4 v t 2-8D COMMON 2-10D COMMON EACH END 3 4 4 5 4:12 12 3 5 8 3 6 9 5 9 13 6 11 17 C- BLOCKING TO RAFTER(TOE:NAILED) 20 1 1 2 2 16 24 1 2 2 3 3 4 5 6 16 4 7 10 4 8 12 6 11 17 8 15 22 Q10 ILED 2-16D COMMON 2-16D COMMON EACH END 28 1 2 2 3 4 5 5 6 19.2 4 8 12 5 9 14 7 14 20 9 18 27 / \ 0 N - RIM BOARD TO RAFTER(ENID-NA ) 32 1 2 2 3 4 6 7 24 5 10 15 6 12 17 9 17 25 11 22 33 Z D Lo WALL FRAMING 36 2 2 3 4 4 s 7 8 ° ° .0 12 1 1 2 2 3 3 4 4 5:12 12 3 4 6 3 5 7 4 7 10 5 9 14 0°°° O \ CEIL�IN JOI T 16 1 1 2 2 3 4 4 5 16 3 6 8 3 6 9 5 9 14 6 12 18 N O TOP PLATE TO TOP PLATE FACE-NAILED) 2-16D COMMON 2-16D COMMON PER FOOT 20 1 2 2 3 4 4 5 6 19.2 4 7 10 4 8 11 6 11 16 7 14 21 O 19.2 24 1 2 2 3 4 5 6 7 24 4 8 12 5 9 14 7 14 20 9 18 27 0 TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-160 COMMON SARI)COMMON JOINTS-EA SIDE 28 2 2 3 3 4 5 6 8 ry Lo 32 2 2 3 4 5 6 7 8 7:12 12 3 3 5 3 4 5 3 5 8 4 7 10 STUD TO STUD(FACE-NAILED) 2-16D COMMON 2-16D COMMON 24"O.C. 36 2 2 3 4 5 7 8 9 16 3 4 6 3 5 7 4 7 10 5 9 13 \ // 12 1 2 2 3 3 4 5 5 19.2 3 5 7 3 6 8 4 8 12 5 10 15 \\ 16"O.C. 24 3 6 9 4 7 10 5 10 15 7 13 19 HEADER TO HEADER(FACE:NAILED) 16D COMMON 16D COMMON ALONG EDGES 16 1 2 2 3 4 5 5 6 Lo 20 2 2 3 3 4 5 6 7 Lo 9:12 12 3 3 4 3 3 4 3 4 6 3 5 8 D TOP OR BOTTOM PLATE TO STUD(END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 24 24 2 2 3 4 5 6 7 8 - - --- 28 2 Z 3 4 5 7 8 16 3 3 5 3 4 5 3 5 8 4 7 10 N 19.2 3 4 6 3 4 6 3 6 9 4 8 12 - - 36 2 3 4 5 6 8 9 _ 24 3 5 7 3 5 8 4 8 11 5 10 15 BOTTOM PLATE TO FLOOR JOIST,BAND JOIST 2-16D COMMON 2-16D COMMON PER FOOT / \\ END JOIST OR BLOCKING(FACE NAILED) 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMTION IN TABLE 3.4 12:12 12 3 3 3 3 3 3 3 3 5 3 4 6 / 2 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 16 3 3 4 3 3 4 3 4 6 3 5 8 FLOOR FRAMING 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF 9 PSF 19.2 3 3 4 3 4 5 3 5 7 3 6 9 0.60 X 15 PSF=9 PSF),IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED 24 3 4 5 3 5 6 3 6 9 4 8 11 JOIST TO SILL TOP PLATE OR GIRDER(TOE NAILED) 4-8D COMMON 4-10D COMMON PER JOIST TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END OF THE ° 1.NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILES ARE CLINCHED STRAP. 2.HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD FLOOR JOIS?f Q RIDGING TO JOIST OE MAILED) 2-8D COMMON 2-10D COMMON EACH END 4.MINIMUM ASTM A653 GRADE 33 STEEL STRAP BEARING WALL,HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. / B R ) 3.WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR 2-8D COMMON 2-10D COMMON EACH END PURLINS TO A LOADBE:ARING WALL,THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS BLOCKING TO JOIST(TOE NAILED) SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN / N 4.EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP BLOCKING TO SILL OR TOP'PLATE(TOE NAILED) 3-16D COMMON 4-1BD COMMON EACH BLOCK TABLE 3.5A SPLICES TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS EXPOSURE B S.TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT LEADGER STRIP TO BEAM(FACE-NAILED) 3-16D COMMON 4-16D COMMON EACH JOIST (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.5) OF THE CEILING ASSEMBLY. 6.TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS / 3-8D COMMON 3-10D COMMON PER JOIST THREE SECOND GUST WIND SPEED(mph) 85 90 000 110 120 130 140 150 OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE.WHEN CEILING JOIST ON LEDGER TO BEAM(TOE NAILED) JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,NO ATTIC STORAGE y _T I IS ASSUMED,AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE BAND JOIST TO JOIST(ENC1-NAILED) 3-16D COMMON 4-16D COMMON PER JOIST REQUIRED NUMBER OF 16D COMMON NAILS OR 40D BOX NAILS PER INCREASED BY THE FOLLOWING FACTORS: STUD SPACING(IN) WALL HEIGHT(FT) STUD TO PLATE CONNECTION`YPLF) 1.2,3 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16D COMMON 3-16D COMMON PER FOOT 8 2 2 2 2 2 2 2 2 CEILING HEIGHT/ROOF RIDGE HEEL JOINT CONNECTION o ^` 10 2 2 2 2 2 2 2 2 HEIGHT(He/Hr) ADJUSTMENT FACTORS o W 70 ROOF SHEATHING 12 2 2 2 2 2 2 2 2 �� 1/2 2 ( , 12 14 2 2 2 2 2 2 2 3 T T- 113 1.5 o j v STRUCTURAL PANELS 8D COMMON I OD COMMON SEE TABLE 3.10 16 2 2 2 2 2 2 3 3 /' 1/4 1.33 - 18 2 2 2 2 2 2 3 3 1/5 1.25 O DIAGONAL BOARD SHEATHING FLOOR JOI 1"X6"OR 1"X8" 2-8D COMMON 2-10D COMMON PER SUPPORT 20 2 2 2 2 2 3 3 3 1/6 1 2 .. 1"X10"ORWIDER 3-8D COMMON 3-IOD COMMON PER SUPPORT 8 2 2 2 2 2 2 2 2 1/10 •- 10 2 2 2 2 2 2 2 3 NOTE:LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN LO W z CEILING SHEATHING 16 14 2 2 2 2 2 3 3 3 RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT,Hr,OR He IS GREATER THAN 2 FEET 16 2 2 2 2 2 3 3 4 AND MAY REQUIRE ADDITIONAL CONSIDERATION. GYPSUM WALLBOARD 5D COOLERS SD COOLERS 7"EDGE/10"FIELD 18 2 2 2 2 3 4 4 �- Z 20 z 2 2 z 3 3 a 4 TABLE 3.10 TYPICAL SECTION DETAILS DETAILS �- N U WALL SHEATHING 8 2 2 2 2 2 3 3 3 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS-EXPOSURE B to 2 2 2 2 3 ' 3 3 a TYPICAL LATERAL FRAMING CONNECTIONS •� w _0 12 2 2 2 2 3 3 3 5 THREE SECOND GUVT VVIN.�SPEED(mph) 85 90 100 110 120 130 140 150 O J -0 STRUCTURAL PANELS 8D COMMON 1 OD COMMON SEE TABLE 3.11 24 14 2 2 2 3 3 3 4 5 FIBERBOARD PANELS 16 2 2 3 3 4 4 4 6 CL 7/16" 6D OMMON - 3"EDGE/6"FIELD 18 2 2 3 3 4 4 5 6 STRUCTURAL SHEATHING O 25/32" BD OMMON - 3"EDGE/6"FIELD 20 2 2 3 4 4 4 5 7 04 5D COLLERS 5D COLIERS 7"EDGE/10"FIELD E F EFIF E F E F E F E F E F E F GYPSUM WALLBOARD 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMTION IN TABLE 3.5 2 TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED SHEATHING LOCATION RAFTER/TRUSS SPACING MAXIMUM NAIL SPACING FOR 5D COMMON NAILS OR 10D �\ HARDBOARD 8D COMMON 8D COMMON SEE TABLE 3.11 BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS (INCHES,O.C.) BOX NAILS(INCHES,O.C.) 3.TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 PARTICALBOARD PANELS 8D COMMON 8D COMMON SEE MANUFACTTJREF o16 6 12 6 12 s 12 6 12 6 12 6 12 6 12 6 12 INTERIOR ZONE 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 DIAGONAL BOARD SHEATHING 24 6 12 6 12 6 12 6 12 6 12 6 12 6 122 6 122 1"X6"OR 1"X8" 2-8D COMMON 2-10D COMMON PER SUPPORT 1"X1O"OR WIDER 3.8D COMMON 3-10D COMMON PER SUPPORT 6 12 6 12 6 12 6 122 6 122 6 122 6 12 6 6 \\ TABLE 3.6A PERIMETER 16 6 12 6 12 6 122 6 122 6 6 6 6 6 3 12 6 3 6 3 EDGE ZONE FLOOR SHEATHING RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND-EXPOSURE B 19.2 6 122 6 122 6 122 6 6 6 6 6 6 6 3 12 64 44 (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.6) 24 6 122 6 122 6 6 6 3 63 63 63 63 6 3 44 12 4 a 4 a STRUCTURAL PANELS000MMON I OD COMMON DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY OL=10 PSF 3 3 3 3 3 3 a 4 GABLE ENDWALL FAKE OR RAKE RUSS WILOOKOUT CLOCK 6 6 6 6 6 6 6 6 4 4 4 4 - - - - 1"OR LESS " 10D COMMON 16D COMMON 6"EDGE 16 FIFIELD ELD THREE SECOND GUST WIND SPEED(mph) 85 90 100 110 120 130 140 160 GABLE ENDWALL RAKE OR RAKE USS W!0 RAKE OVERHANG 6 6 6 6 6 6 6 6 6 6 6 3 6 3 6 3 6 3 63 63 CROSS SECTION END VIEW GREATER THAN 1 DIAGONAL BOARD SHEATHING NUMBER OF 8D COMMON NAILS OR 1 OD BOX NAILS IN EACH END BOARD SHEATHING 1"X6"OR L BOARD 2-8D COMMON 2-10D COMMON PER SUPPORT ROOF PITCH ROOF SPAN(FT) OF 1 1/4"STRAP 1.2,3,4,5,6,7 3-8D COMMON 3-10D COMMON PER SUPPORT SHEATHING SIZE (INCHES, /TRUSS SPACING MINIMUM NUMBER OF 8D COMMON NAILS 1"X10"OR WIDER --- - 3;1P 12 , 1 2 2 2 3 3 4 NC ES,O.C.) OR 10D BOX NAILS SPORT 1-NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL 16 1 2 2 2 3 4 4 5 1X6 OR 1X8 SHEATHING 12-19.2 2 2 2 2 2 2 2 2 \ \ EDGE.IF WALL SHEATHING IS NAILED 3"ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER o 0 0 SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR 20 2 2 2 3 4 4 5 6 iX10 OR LARGER SHEATHING 12-19.2 3 3 3 3 3 3 3 3 CELL JOI T o O ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH 24 2 2 3 3 4 5 6 7 U 28 2 2 3 4 5 6 7 8 E-NAIL SPACING AT PANEL EDGES(IN) - 2-WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER 2 2 3 3 4 5 8 9 F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN) OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT 36 2 3 4 5 6 7 9 1 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING �pE 3-CORROSION RESISANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC 4:12 12 1 1 1 2 2 2 3 3 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT ,6 1 1 2 2 2 3 3 4 REQUIREMENTS SHALL BE USED. \ I I I FOR ADDITIONAL REQUIREMENTS 2p , 2 2 2 3 4 4 5 2 TABUL.ATFD IP NCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 24 2 2 2 3 3 4 5 6 FRAMING•::Z MISERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL i 28 2 2 3 3 4 5 6 7 SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. i I 3 TABJLATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS \ TABLE 3.4A 32 2 2 3 4 4 5 6 7 FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL p RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS-EXPOSURE B 36 2 2 3 4 5 6 7 8 SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) 5:12 12 1 1 1 1 2 2 2 3 4 TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL 16 1 1 1 2 2 2 3 3 SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. / THREE SECOND GUST WIND SPEED(MPH) 85 90 1 10 110 120 130 140 150 20 1 1 2 2 2 3 3 4 ^\ Z 24 1 2 2 2 3 3 4 5 5 TABJLATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B \ RAFTER/CEILING JOIST WALL NUMBER OF 8D COMMON NAILS OR I OD BOX NAILS(TOE NAILED) 28 1 2 2 3 3 4 5 5 1,2,3,4 32 2 2 2 3 4 4 5 6 LLI N SPACING(IN) HEIGHT(FT) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP PLATE CONNECTION 36 2 2 3 3 4 5 6 7 TABLE 3.11 8 2 2 2 2 3 3 3 3 WALL SHEATHING AND CLADING ATTACHMENT REQUIREMENTS FOR WIND LOADS-EXPOSURE B 12 10 2 2 2 2 3 3 3 3 6:12 12 1 1 1 1 2 2 2 2 / c0 16 1 1 1 2 2 2 3 3 z F;R _ 2 2 3 3 3 4 4 4 20 1 1 2 2 2 3 3 4 THREE SECOND GUST WIND SPEED(mph) 85 90 100 110 120 130 140 150 FLOOR JOIST I Q 16 2 2 3 3 3 4 4 24 1 1 2 2 3 3 4 4 oC 8 3 3 4 4 5 5 5 5 28 1 2 2 2 3 4 4 5 STRUCTURAL SHEATHING 24 32 2 2 2 3 3 4 5 5 10 3 3 4 4 5 5 5 6 36 2 2 2 3 4 4 5 6 LLJ W 1 PRESCRIPTIVE LIMITS ARE:BASED ON ASSUMPTIONS IN TABLE 3.4 E F E F E F E F E F E F E F E F 7:12-12:12 12 1 1 1 1 1 2 2 2 2 TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 16 1 1 1 2 2 2 2 3 STUD SPACING MAXIMUM NAIL SPACING FOR 8D COMMON NAILS OR 10D \ i 3 WHEN CEILING JOISTS ARE INSTALLED PARAL LELTO RAFTERS,THE SUM OF THE TOE-NAILS IN THE RAFTER AND CEILING 20 1 1 2 2 2 3 3 3 SHEATHING LOCATION 1 (INCHES,O.C.) BOX NAILS(INCHES,O.C.) 4 24 1 1 2 2 2 3 3 4 JOIST SHALL EQUAL OR E(CEED THE TABULATED NUMBER OF NAILS REQUIRED. 28 1 2 2 2 3 3 4 4 4 TO AVOID SPLITTING,NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST 32 2 2 2 3 3 4 4 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 `\� uj N 0 WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 36 2 2 2 3 3 4 5 6 INTERIOR ZONE 16 6 12 6 12 6 12 6 12 6 12 6 12 B 12 6 12 p _ 24 6 12 6 12 6 12 6 12 6 12 6 1 6 122 6 122 N 1.TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING 12 6 12 6 12 6 12 6 12 6 12 6 2 6 12 6 12 NOT LOACTED WITHIN 8 FEET OF BUILDING CORNERS PERIMETER 2 2.TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B EDGE ZCNE 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 --- - - -- 3.TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF 24 6 12 6 12 6 12 6 12 6 122 6 122 6 122 4 122 -__-- -- - -- DATE: 8-22-19 ASSEMBLY DEAD LOAD(0.6 X 10 PSF) 4.TABULATED CONNECTION REQUIREMENTS ARE BASED ON 12"RIDGE STRAP SPACING,FOR DIFFERENT BOARD SHEATHING DRAWN BY: RDB RIDGE STRAP SPACING,MULTIPLY THE TABULATED VALUES BY THE APPROPRIATED MULTIPLIER BELOW: SHEATHING SIZE RAFTER/TRUSS SPACING MINIMUM NUMBER OF 8D COMMON NAILS SCALE: 1/4"= 1'-0" RIDGE STRAP SPACING(IN) 12 16 19.2 24 48 (INCHES,O.C.) OR IOD BOX NAILS PER SUPPORT MULTIPLIER 1.00 1.33 1.60 2.00 4.00 1X6 OR 1X8 SHEATHING 12-24 2 2 2 2 2 2 2 2 FLOOR JOI TITLE 1X10 OR LARGER SHEATHING 12-24 3 3 3 3 3 3 3 3 \ 5.WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING IS ATTACHED IN ACCORDANCE WITH TABLE 3.1,THE RIDGE STRAP AND ADDITIONAL NAILING E-NAIL SPACING AT PANEL EDGES(IN) IS NOT REQUIRED F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN) tYgplJlllg Details 6.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP,THE NUMBER OF 10D COMMON NAILS REQUIRED 1 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT PERIMETER EDGE IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8D COMMON NAILS IN A ZONE A1ED 12 INCH O.C.NAIL SPACENTSING SHALL BE USED. STEEL STRAP,OR THE NUMBER OF 12D BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE 2 TABULATED 12 INCH .C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49, _ SHEET NUMBER TABULATED NUMBER OF 10D BOX NAILS IN A STEEL STRAP THE NAILSPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 7.1-1/4"20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVELENT 3 FBOE SUBS EXTERIOR EPANEL D FOR COMMON NAILS. BOX NAILS SHALL BE PERMITTED TO TYPICAL SECTION DETAILS DETAILS 4 TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B TYPICAL WIND UPLIFT CONNECTIONS A-8 INSTALL 1" RIGID INSULATION } a� c CUT TO FIT BETWEEN THE C RAFTERS. FOAM SEAL BOTH SIDES ALO N / _G RAFTER WITH 0 EXPANDING FOAM SEALANT. � 'f MANUFACTURED RECESSED LIGHT ENCLOSURE 4- MAINTAIN EQUAL VENT SPACE ATTIC INSULATION �"" FOR LENGTH OF RIGID / --CONTINUOUS BEAD OF SEALANT Co INSULATION, ATTIC JOISTS O C CONTINUOUS BEAD OF ADHESIVE / VENTED AIRSPACE - ELECTRICAL WIRE CONTINUOUS BEAD > O Co INSTALL 1" RIGID ATTIC INSULATION PLUMBING PIPE U INSULATION VERTICALLYTO 1/2" nLu GYPSUM BOARD TOP PLATE ~ a (D Co CONNECT INSULATING 11 FLOOR — E Z o SHEATHING TO RIGIID (2) LAYERS 2" RIGID INSULATION TOP PLATE'— ASSEMBLY- INSTALLED INSULATION BAFFLE. .� INSTALLED DURING FRAMING FIRE CAULK SEALANT o 0- FOAM SEAL BOTH / FIRE CAULK Q 0 JOINTS CONTINUOUS BEAD °' SEALANT z 0 u / WALL STUD BI Z N OF SEALANT o o WALL STUD U N o CONTINUOUS BEAD INSULATED EXTERIOR WALL EXPANDING FOAM SEALANT AT PERIMETER — o OF SEALANT CONTINUOUS BEAD OF SEALANT Lo EXTERIOR WALL SHEATHING DRYWALL CEILING CONTINUOUS BEAD OF SEALANT 1 1/2" RIGID INSULATION RECESSED LIGHTING FIXTURE o. E INTERIOR GYPSUM WALLBOARD EXTERIOR INSULATED WALL0i AS AIR BARRIER o Lo 1" EXTERIOR INSULATION SHEATHING AS ATTIC EAVE BAFFLE AND VENT 3-STUD CORNER WITH RIGID INSULATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEALING AT RECESSED LIGHTING IN ATTIC CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JO ,� ,� _ „ „ _ ,_ ,� Scale:3„ = 1'-0,� Scale: 1 1/2" = 1'=0" Scale: 1 1/2" = 1'-0" Scale: l 1/2" = 1'-0 Scale: 1 1/2 1 �-0 Scale: 3 1 0 J Q • W N -- ATTIC INSULATION MYN000 LEN6TH ATTIC FLOOR FRAMING RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" 'I COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE THICK MINIIMUM AT ALL BOX BEAMS L° ° cell. INSULATION I/2' SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED TrnICAL EXISTING FLOOR INTERIOR WOOD FRAMED WALL fl ASSEMBLY ff 1 1/2" RIGID (NSULAT 1/2" GYPSUM BOARD (� N .ATTIC INSU �--~ OPTIONAL CAVITY 1x6 BLACKING a. � � � Lo INSULATION WOOD TRUSS FRAMING - •- "CLOSED CELL INSULATION I/1 SHEATH INTERIOR OF o ELEVATION THICK,4"WivE MINIMUM AVER 'N ) >_ ATTIC ACCESS TO D ; t . EXPANDING FOAM AROUND '°` TYPIr.AI. Z N Z +1" OF INSULATION MECHANICAL LATCH TO PRESSURE . °a. THE .PERIMETER OF LOOSELY Y"1O°° SHEATHING INSULATED EXTERIOR WALL TrnIcAI- -�- W Z � 1" RIGID INSULATION SEAL AT WEATHERSTRIPPING b a CUT RIGID INSULATION U U EXTERIOR WALL SHEATHING LOSEo CIEL. INSULATION I/2' .Q� LLJ O o SECTION THHIICK MINIMUM AT ALL BOX BEAMS ACCESS PANEL � ICAL oAM SILL SEAL - TYPICAL � � > O � EXISTING BAND JOIST INSULATION RETROFIT WITH 1 1/2" RIGID INSULATION INTERIOR INTERSECTING WALL WITH 1x6 Q DRAW ACCESS PANEL SNUG OUNCATION WALL- rrnICAL I CV MANUFACTURED PULL DOWN STAIR Scale! 1/2`' = V-0" Scale: 1 1/2" = 1'-0" AIR SEALING AT ALL WALLS M WIITH PERIMETER SCREWS _ TRIM AS REQUIRED Scale: '� '(12" - -Q" I FINISH CEILING n V CONTINUOUS BEAD / - -- AIR SEALING AT ATTIC HATCH // FINISH SCREWS AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR OF SEALANT --- - --- - - - --- - Scale: 1 112" = V-0" Scale: 1 1/2" = V-0" ma's CONTINUOUS BEAD OF SEALANT / ----CONTINUOUS MINIMAL - - EXPANDING FOAM AT N WINDOW PERIMETER -= = Z W /--PROVIDE BLOCKING AT CEILING GYPSUM BOARD STUD CAVITY AT SHOWER � AT EXTERIOR WALL AS AIR BARRIER � —CEMENT BACKER BOARD CONTINUOUS BEAD CONTINUOUS BEAD OF TUB SURROUND FINISH OF SEALANT SEALANT CONTINUOUS BEAD TUB' UNIT WINDOW UNIT AS OF SEALANT AIR BARRIER CONTINUOUS MINIMAL I I TUB SURROUN EXPANDING FOAM AT (BEYOND) CONTINUOUS MINIMAL WINDOW PERIMETER EXPANDING FOAM AT CONTINUOUS BEAD WINDOW PERIMETER SEALANT TILE SURROUND FINISH PROVIDE BLOCKING AT CAVITY INSU CONTINUOUS BEAD Z CEMENT BACKER BOARD OF SEALANT O STUD CAVITY AT TUB RIGID INSULAT CONTINUOUS BEAD w z i AT SLOPE OF ADHESIVE z AT EXTERIOR WALL WINDOW UNIT AS —INSULATED EXTERIOR AIR BARRIER zl STUD WALL INSULATED EXTERIOR CONTINUOUS BEAD INSTALL SHEATHINGCONTINUOUS MINIMAL THIN-PROFILE WALL STUD WALL FSEALANT , _ SHEATHING THIN-PROFILE WALL ON TRUSS PRIOR TO j EXPANDING FOAM AT SHEATHING FRAMING V'JAL I WINDOW PERIMETER CONTINUOUS BEAD O VENT VENT Lu SEALANT ATTIC ATTIC; CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD MANUFACTURED OF ADHESIVE CAVITY INSU CONTINUOUS BEAD ! i SHOWER EXPANDING FOAM OF SEALANT N CONDITIONED SPACE OFF SEALANT BEAD _ --�--•-WOOD FRAME CONTINUOUS SILL SEALER � FLOOR ASSEMBLY ;,�'' �✓'/," - FULL WIDTH OF'MU'DSILL EXPANDING CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SYSTEM // FOUNDATION WALL AS ABOVE CONDITIONED SPACE ,/"'��'' AIR BARRIER DATE: B-22-19 —WOOD FRAME Scale: 1/4" = 1'-0" �--�---- a CONCRETE SLAB AS DRAWN BY: RDB FLOOR ASSEMBLY �,/\' AIR BARRIER scALE: 114,= 11-01 e a CONTINUOUS BEAD / OF SEALANT TITLE rf e � Energy Details AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING AIR. SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING it SECTION SHEET NUMBER Scale: 1 1/2" = 1'-0" Scale: 1 1/2" = V-0" CONCEPTUAL AIR SEALING STRATEGY !/ CONCEPTUAL AIR SEALING STRATEGY/I LOWER WALL SECTION UPPER WALL SECTION —9 Scale: 3/4" = 1'-0" Scale: 3/4" = V-0" C B1 BEARrING ON WALL BEARING ON CONCRETE WALL 63 B4 BEARING ON WOOD COLUMN 65� BEAM TROLUMN LATERAL BRACE (J BEARING FOR DOOR OR WINDOW HEADER C HIGH END HIP BEARING 68 LOW END HIP BEARING (89 NOTCHING I SEAT CUT C 82 O BEAM-TO-BEAM CONNECTION �� T dha r BaskerdodrlQi6d/lbdhtausa(joMwilasbapBNsed. 0 I1pirAll pe �� / !�� Ylerats(napndbecexssary �In bet/ +- dhpel ltp bell /� Q OD 0 \ / Ffaem athapper 1/0 70 / \/ % / / / O a) r o qL= a) 00 Woodorstel collnitap _ -C I ry U a . 11� \ Sfed ahml Nelt cdu111 a 1 \� rdaaKtnw . \� Fp '\/ � S � \ sde Fillies) Q — N Well plate or post must fully suppoft hip beam.Seat cut mud n0 extend beyond tle inside face Do o0 notch beam 9 bearing.Seat cuts must not exteod beyond the oxide face of beadnig. 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I I � Imp �. !�\ \ �' \ \. //. //� / \ „ DATE: 8-22-19 . /'" // \� f' / /'• /� / \ t \\ '�� DRAWN BY: RDB / \\ �� 231J2'APARIhl6faadrbp �/J �� e • / i // ✓ // / � SCALE: 1/4" 1-0 37PA Pahl Skihblr 1prAPARoll6kshi1 hpandlokm t smile rest J Ptk ud �.. /� Getlrafdkpml �_\ 1 y + GabknrYnldndnotaaed+llhe \ - TITLE Ge B a t p _1 \ —�-� Wonbl 1E � i1m"APAPekdShaha! t,, k'adr e � l lahmhrp \ /� N / GrYererklphadatamldlNdn or"MI irlad p N�) tot J �` Idjacedipin(L) \' bBniG�1eiiprkp oll \ E"Ithdpdeanhdmdupk / Framing Details Ca'arbrpYndndectdlMllydpadgaIll Nrmgluaol: / N✓eh:gpbhadb 'dlHererhlhlutncleraellNtk Nilstitil min to Ilk it's t.INdnalgagpcshsd bdinp late N�BhdkpSarNlhnpidItAisbIlarbSaldah1f11firNwlieuuptldlrhrrdkorsuill imph,Fulln'jm aof,ld ah,uK2mnib miledtlkurrl Imebdb �� ThwJdludyeakrta a)T�¢r1 d adkar ap»rb wd arflorls) prop kn he adkr dpxdlpna) 111 KEMP mbNd a 4940 Fill 6tedi(earth its p t !aNnWQ'iquhd k$Was djoid !)1'•P(trhth artp'u:f re rd dr rtl:nr) kh•aCBITHamktdr4b^.4APARdeINrrNd+p(ehnphniskadraektlrquhedaroifedpdGphmudmrahklkped kcpebm�lgPnl d12'Iahmncbdie;iraAtrlephi,at3aadlNnak(16dbralN,YIIII,Irdad9CC)d1P'oafiomerhile.OketoppiblibndlrpbyP, 2rcaCIlNmikd6'Ce. krdfaanlitradedBbdle pat N^Itrjodhnlu web Id Ida dM►o. Apl admild as depl d#. rdstdel la pei 61e Ii ribsipprgrah kr all aN'ilakfitdaitl rpaatw SHEET NUMBER c1 raminglDetails - 1/4 = 1 -0 / \ c 0- 00 Lr) �\\\% \r \\\ \\\\` c✓� \ \�\ \\\\ \\\ Q O W 00 \\ \� \a:. U i NN CZ \\ �\\\ \ \ \\\\\\ \\ \ �\ \\� \ \ c� \ \\ \ o .\ \ PATIO \ Q O Z 0 LID 00 I: /^``, ry let LO 0. "-/\ �/\ __.-..y\.�/ '��f_.:_.-__ ___ _- ��%' \ / / / � �.,1�� .•,\ ��,/,':f \\ \ � �. /\ �\\ \ � �.` ,f off•\• �y C a.:`%' G Q -18 =/f / LLI - .;>; , 1 \ - ter _.., - _ .•-. .. _�.. o \`` \ i' il! I li _:.E ` / / \ ♦ c� MCP YS \ \ `S \ it II : it I / /O�' v<`'\\!\\ ` ��, \�',' �t 5 / \S `\\ '% /// `/\Y,\ \t`� \ \ \\ ,(, -- ---•--- \ � [///��'`) I 33]1 : : 11 I, a �•�• V' "\ \\\ I I: + 'I i+ j +I II I� Il .I I 1 ;, I. I. !I I \ / �(` k, / \ \\ � \ \ � I ■..L� W I: ! +i !.', I:+, iIi!t I•ljii Np �'.i� !'II:. jl"i:Ii,• i1tI1 III,I.I ii+ +'I'I iI t Ii ...................... �2 MFW hill r� Iv, �?. /:\ \\ \I •_ : � ! N i" I'; •I I i' =1.-� --- N VL B M( W5 �/ / / \\ \( 14. \\\ — it ^-/,\O / /\ \\\ Ln I�I;,:! •''lIlI II'I Ii nii1 I' liiryapt7 �'////. ,�,9I;G /p/G,•//��;%��/,/�/ ��/I1! /\\i\ \\%�\\\\\\\\\ \\ \r\ VU0 o\ i J +— \ I i i i !! II Ij II II 'i 1 �I j \ ' 1 � —i— '✓ ----- --- ----'// / T.\ \ � \ — /% \ �� O — \� i Ij • I +' I ! I ` , I : , I i � ! '' I I - — I j I I ' I �" r � � :.w.w•aw++�� ''/. �r`,. _ ; �. ,' .-- .:'. c '� .•`'`�� j•'ter Ll� O M -�\ Framing Plan HighFirst Floor \ \ \ i , I \ w / 14 GPI 20_L.JS IG'O.C.(2-14FEET) \Rawl %� `� � /'� Jr7j� �\' •. ,-'>!` '�'! /' \ \ i.r';/ ,r'' /i' \ � c� I j Lu 0 Q) 14x 45 EL AM( S LL- 10 0 a' I 3l4 51 1/4"X I i A F7 LVL BM(FWSH) (2) 14'UL BM(FWSLu Ii) o• ^ ! 1 �" ca Iry ~II'I p p I cm R ` tn �j DATE: 8-22-19 ---- I I J / tj _ 3)2'xG'SOFFITFRMG.(LOW J I - - -- - - -- - - —+- - _ - - _ _. - - - - I I BY. / SCALE 1 - 1 - RD I CD ---- --'^------ -- � "v- i _ � DRAWN B (I I 'G 201 L.JS S. 1 GPI 5 F. . ?' TITLE 1 - I I \ r - - `° '�!'s I '�• '' U+ ' i (2):l4 � LB i (FW H) _ \ � • � .i First Floor Framing Plan ` - , (3}•I G LVL BEA (FLUSH) (3) I G.LVL (FWSH) j'(2) 14-LVL BEAM(FWSH) SHEET NUMBER I. III, :12.-6 First Floor- Framing Plan Low \\ 0 -0 00 0 \ o 0 Q w o 3 Z O LO 00 LO 011 Al LO It \ / / / \` // / \ \ / �� \ } \ \ `\ \\ w .� '\. •� t 1, 5 4"fix �„ el uj 10, 77 1\ / / \ \\\ '\ \ �\\•: \31 14'GPI 0FL.JSTS. _ \� ` I`\ \ N I G'O.C.(4-14 FEET) \ \ „1'01 / �1 140-FL.J5T5_ (2) 14'LVL BEAM(FW511) (3) 2"XG, )2'xG'POST Q I If TO �_ , uj ♦ jl -----'----------- U�1 ill II I_77I i= III _ ---- _ (3)2'xG' POST (3) OXG"POST (3)2"xG'POST / S ya/ / 1 // 2 Framin Plan High Second Floor- g -011 / -- LLJ 0 0,00 uj // / - - -- ! I \ w - (2) 14'LVL BEAM ft5H) \� r O O` N ' j DRAWN BY: RDB SCALE: 3/16"= 1'-W I - TITLE Second Floor Framing Lai . . . . . - PI - - --- an �� '��w�' '� `��✓� ^ �•/ �� _� w� /� �/�� `�_%` �� ✓ /'��\ /�� \��wti�'� SHEET NUMBER Second Floor- Framinq Plan Low 3/16" -- V-0" S -2 c c 0 00 0 Lr) @ D C (D > Lu 4- t 0 z (1) 00 E z c) U-) rp-00 U D < L- NO 0 Z V) "0 c) CN 0 0 00 0 LO 011 LO 3:1 C) X CN 0 U-) �01 a) z z 7 0 UJ 4- 01 V) X" (y) Y, g;' '0 Ax 41 % 5� N z,� V % S4 ee"', z Lu N YX 0 u �yt 16, v ly - --------------- (4) 2"x4"P05T X\ 7(3) 2NO P05T z -1 V Oz b --------- c\1 > 0 ell 2txIO'K00fjA I G'O.G. 4 ff) 1 6 01 900�RIM )'c'(I r.FO Lu LIJ @ 8 ,3 1AF1 i 2'�1(Y ROOF RAFT5, 2'x I O'KOOf RAFTS. 2'�I O'KW�RAfM. 'x I O'R.RAM N I O'R.RAFT5. 2;x I O'RQOf RAFTS. VROX RAFTS.\ 161,O'c'( j'G'O.C.(12 14 fT)I/ 16-O.C.j 14 ri) I/ FT) 2 I G'O.C.(2-14 fEET) @ I V O.C.(2-14 f I G,O.C.(I G-32 F-Q7 @ IG-O.C. ffT) < uj Z--H n RG 0 0 (4) 2"x4"P05T (3)2"xG'P05T (3) 2"xG"P05T 12\ lqr U-) I DATE: 8-22-1 9 DRAWN BY: RDB SCALE: 3/16"= 1'-G' TITLE Roof Frarninq - Dependent 1 ��3/�16- Roof Framing Plan SHEET NUMBER S -3