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HomeMy WebLinkAbout52059-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52059 Date: 07/02/2025 Permission is hereby granted to, McCabe MM Irry Trt 250 Anglers Rd Greenport, NY 11944 To: Construct a direct replacement single-family dwelling on the existing foundation (due to fire damage) to include a sunroom, deck and HVAC system as applied for per Article XXIII Sec. 280-122(B). Premises Located at: 250 Anglers Rd, Greenport, NY 11944 SCTM#36.-2-20.1 Pursuant to application dated 04/07/2025 and approved by the Building Inspector. To expire on 07/02/2027. Contractors: Required Inspections: Fees: DEMOLITION $527.00 Single Family Dwelling-NEW $1,293.00 CO Single Family Dwelling-New $100.00 Total $1,920.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 littps://www.southoldtowiiny, o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E 9 PERMIT NO. 'A V J 1 Building Inspector: AD- Applications and forms must be filled out in their entirety.Incomplete ions will not be accepted. Where the Applicant is not the owner,an applications , PP p PP Building Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date: j aC5 OWNER(S)OF PROPERTY: Name: rna-uj C SCTM# 1000- �® 1 Physical Address: ~ Phone#: ( '�9 . _S DD 9.u6A Emalil , Mailing Address: as � - baw CONTACT PERSON: Name: Morano Expediting Seivicas Mailing Address: FRO Box 39 Phone#: Emu.M to . s ]:Em il L � c DESIGN PROFESSIONAL INFORMATION: Name: (� .. , Mailing Address: �'6ftL+('0eJ,1...........Le"Ji. lilyIS` Phone#: 5 I~' ,~1 Email: .. i CONTRACTOR INFORMATION: Name: C ^ Mailing Address: Phone#: _ _ Email r DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other ' Will the lot be re-graded? ❑Yes CGO Will excess fill be removed from premises? Oes El No (low i a e,4 ws� 2."t i�� 1 li PROPERTY INFORMATION Existing use of property: V eS Intended use of property: . } �� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Check BOX After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. S� uthorized Agent ❑Owner Application Submitted By(print name): W � Ag Signature of Applicant: Date: CU STATE OF NEW YORK) SS: COUNTY OF n4f'q Re being duly sworn, deposes and says that(s)he is the applicant (Name o indivi 'ual signing contract)above named, (S)he is the �i (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 trug,tAjP,,e best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the therewith. e e•� STATE Sworn before me this OFNEVVYORK`, . �.NOU f3L1 Y �da of YZ.Pe,+.t.1 , 20 � All Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, M. residing at 220 )Ori Le' LA, --e ffi & do hereby authorize ADN a ASn k�Dto apply on 14 my behalf to the Town of Southold Building Department for approval as described herein. Z-1 (( Zzs Owner" Signature Date rCalm Print Owner's Name 2 Suffolk County Department of Health Services Health Reference Number Office of Wastewater Management 360 Yaphank Avenue, Suite 2C-Yaphank, NY 11980 (631) 852-5700 or HealthWWM@suffoikcountyny.gov Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence A. Property Information 1) Address of Residence: Street 250 Anglers road Hamlet Greenport Zip 11944 2) Tax Map Number. District 1000 Section 036.00 Block 02.00 Lot(s) 020.001 3) Owner's Name Mary McCabe Phone 4) Client's Name (if different than owner) 5) Proposed changes in use (e.g., addition of apartment, bedrooms, office, etc.) fire reconstruction B. Sanitary System Evaluation: ** Sanitary System(s) must be pumped out and physically examined by the certifying design professional. 1) Type of Water Supply: 0 Public Water El Private Well—Provide copy of water analysis dated within one calendar year 2) Date of sanitary system pumping 4/24/2025 total gallons removed N/A 3) Materials of construction of sanitary system 9 Precast ❑ Block* *NOTE: Block pools are no longer accepted—sanitary system must be replaced 4) Size of Sanitary components*: Septic tank 1000 gallons 5.33'x10.67' diameter, or dimensions if rectangular 3' effective depth Leaching Pools 8�diameter 8' effective depth 2 total number of pools *NOTE: Sanitary components must meet current standards for proposed use or upgrading will be required. M mn M�" raLueYxpRry`. 5) Overall condition of sanitary components: * acceptable Elunaccejta al r' ' `v r, (waste lines, drop tees, baffle walls, covers, septic tank, leaching pools) „ Td�•�A, Certification: The results and recommendations found in this report are based upon my evaluation and Inspection of the " above referenced property and pumped out sanitary system: k Name of Architect/En ' Christopher Labate License Number 08,04 ` M Signature Date 6/16/2025 Phone 631-676811.„.. Mailing ens: 460 Hawkins Avenue Hamlet Ronkonkoma State NY Zip 11779 WWM-072(Rev.08/06) Pagel of2 C. Recommendations And Results (Check applicable items): 1. Sewage System a. ✓ System(s) functioned properly at time of inspection and is adequate for the proposed use. b. System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other 2. Water Supply a. ✓ Water supply is adequate for proposed use (if private well, attach water analysis dated within one calendar year). b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other D. Other Comments/Recommendations: of 4 AFFIX DESIGN PROFESSIONAL'S SEAL HERE ' - T 04,1 report indicates the resent conditio of t I oonn-site subsurface Disclaimer: This inspection rep p sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. WWM-072(Rev.08/0 ) Page 2 of 2 Suffolk County Department of Health Services Health Reference Number Office of Wastewater Management 360 Yaphank Avenue, Suite 2C -Yaphank, NY 11980 (631) 852-5700 or HealthWWM@suffolkcountyny.gov Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence A. Property Information 1) Address of Residence: Street 250 Anglers road Hamlet Greenport Zip 11944 2) Tax Map Number: District 1000 Section 036.00 Block 02.00 Lot(s) 020.001 3) Owner's Name Mary McCabe Phone 4) Client's Name (if different than owner) 5) Proposed changes in use (e.g., addition of apartment, bedrooms, office, etc.) fire reconstruction B. Sanitary System Evaluation: ** Sanitary System(s) must be pumped out and physically examined by the certifying design professional. 1) Type of Water Supply: A Public Water ❑ Private Well—Provide copy of water analysis dated within one calendar year 2) Date of sanitary system pumping 4/24/2025 total gallons removed N/A 3) Materials of construction of sanitary system K Precast ❑ Block* *NOTE: Block pools are no longer accepted—sanitary system must be replaced 4 Size of Sanitary components*: Septic tank 1000 gallons p 5.33'x10.67' diameter, or dimensions if rectangular 3' effective depth Leaching Pools 8' diameter 8' effective depth 2 total number of pools * standards for proposed use or upgrading will be required. current sta III NOTE: Sanitary components must meet curr p p p9 9 5) Overall condition of sanitary components: acceptable ❑ unacce t al r 11 G^✓ ,� (waste lines, drop tees, baffle walls, covers, septic tank, leaching pools) _ x ` Certification: The results and recommendations found in this report are based upon my evaluation and inspection of the above referenced property and pumped out sanitary system: m QJ Name ofArchltect/En r Christopher Labate License Numb&, Signature Date 6/16/2025 Phone 631-676- 81 -7 Mailing „ss; 460 Hawkins Avenue Hamlet Ronkonkoma State NY Zip 11779 VIWM-072(Rev.08/06) Pagel of 2 C. Recommendations And Results (Check applicable items): 1. Sewage System a. ✓ System(s)functioned properly at time of inspection and is adequate for the proposed use. b. System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other 2. Water Supply a. ✓ Water supply is adequate for proposed use (if private well, attach water analysis dated within one calendar year). b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other D. Other Comments/Recommendations: AFFIX DESIGN PROFESSIONAL'S SEAL HERE x Ti f yvx II u Jq w Disclaimer: This inspection report indicates the present conditio906"'ftin Vt"'on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. WWM-072(Rev.08/06) Page 2 of 2 Sao 5 THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE - -CPO, P ROJ ECT TITLE , LATEST EDITION OF THE NEW YORK STATE RESIDENTIAL CODE a 4-J THE McCABE RESIDENCE 100.00' 00 N 84°50'50" E E `° TAX LOT 17 W u r-I 0 ` i @ e PRFE Q 0 z AP Roi ECT DDRESSLPOST & RAIL FE. N�3 Q CU • PRFE 3'E O _ rn 0.3 S � © � V _j LIJ ra cy) r{ J OO ^ wm } N FIRE REPAIR RESTORATION PROJECT 26.5' 0 Q a z 0o SHED c~n N 84°50'S0" E 100.00 o 250 ANGLER ROAD o 12' TAX LOT 19 00 O Q a U- GREENPORT, NY 11944 _POST & RAIL FE. PRFE Z PRFE POST & RAIL FE. 0.8'S J w 0.5'S 0.6'W = Z U zo I oGABYTCHILINGUIRIAN R . A . ARCHITECT P . . N 0 .� o (D N 18 MITCHELL ROAD WESTHAMPTON BEACH NY 11978 IIII � n a < > �tiFo 42.1' Y Office - (516) 297-6917 o z LL a N www. NYarchitectGT.com NYarchitectGT@Gmail .com LL J W II 01-1 w . NEW MEr FE II — — �- w J BRICK PATIO OHEATER N O W u 64.5'. x w � z AC REBUILD c� �FILTER ;� U � Q WELL WOOD DECK Z d- • 26.2' AS SHOWN IN GROUND POOL FOVN�P�N `` W N s' 8.4' I w 0 Z �= W � 0 �O A-1. T11 LE SHEET (APPLICANT & ADDRESS) PLOT PLAN AND ZONING INFORMATION 2.7 W w Q °c �- II �i Z STEPS BRICK PATIO e— z 18.01 ry- 4.8' Flu Cn Ll 0 ��� o���o �: METAL FE• O � W 1 O A-2: BASEMENT FLOOR - FIRST FLOOR PLANS - NOTES - DETAILS CY) II rl a ��/���' LLI _ 5�� o pWp JV' � ` u o s' Q w Q CONC. CURB = o - A-3: SECOND FLOOR - ROOF PLAN- NOTES - DETAILS O STEP 2'�� z'o N o N v p[ o w z Q' � CONC. _ QN � A-4: BUILDING ELEVATIONS - - CONC. 26.2 WDFE WDFE 0.7N tjp W W 2 N_� 1.1 N WOOD F E. ;n 00 Q o WOOD FE. a� = W A-5: SECTION - BUILDING DETAILS C°RB � DC REBUILD EXISTING RAMP TAX LOT 10 �- SCOPE OF WORK TAX LOT 4 200.00 A-6: ENERGY COMPLIANCE DETAILS S 84*5095093 W N A-7: STRAPPING DETAILS PROPOSED PLANS FILED TO REBUILT ONE A-8: MINIMUM DESIGN COMPLIANCE NOTES STORY FRAME DWELLING DUE TO 00 0 Lu FIRE - WATER DAMAGED STRUCTURE - > L, A-9: 2020 NYS CODE COMPLIANCE NOTES FOUNDATION TO REMAIN Q (7 u A-10: 2020 NYS CODE COMPLIANCE CHARTS/DETAILS \ Q CZ _j z Lu A-11: 2020 NYS CODE SECTION DETAILS Mq" = z ~ o ygSS U � w a; FT w >_ Q w Co W +J q V� = Q oc = c� "�E � � � N SCOPE NOTES: E (-'3'4END OF MATERIALS ZONING INFORMATION . AREA OF EXTENSIVE FIRE-WATER FRAME DAMAGE.G.C.TO ZONE: R-40 DIST: 1000 SEC: 36 BLK: 2 LOT: 20.1 DIRECT REPLACE ALL DAMAGED STRUCTURAL COMPONENTS AS REQUIRED TO MAKE READY FOR OCCUPANCY. FRAME LOT: 26,918.89 S.F. (0.63 ACRE) Co ______ EXISTING WORK TO BE REMOVED EXISTING WORK TO REMAIN REPLACEMENT NOT LIMITED TO AREA SHOWN, IN THE EVENT ADDITIONAL FRAME MEMBERS ARE EXPOSED AND FOUND YARDS: z Lu DAMAGED G.C.TO DIRECT REPLACE AS WELL IN-KIND.THIS -NEW FOUNDATION350%°°°PSI E NOTE IS TYPICAL FOR THE ENTIRE DWELLING SHOWN ABOVE. DEMOLITION PERFORMANCE DISCLAIMER: FRONT: 18.0' TO DWELLING a -EXISTING 2x4 FRAME STUDS TO BE REPAIRED SISTERED THE ARCHITECT ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS PERFORMED.THE SIDES: 7.1 & 96.0 (EXISTING NO CHANGE) a '_ AND OR REPLACED ONCE EXPOSED. REPLACE INSULATION ALL DAMAGED PLUMBING SHALL REPLACED CONTRACTOR AND HIS SUB CONTRACTORS SHALL REMOVE AND/OR PERFORM ANY AND ALL DEMOLITION IN A PROFESSIONAL MANOR IN 1 AND ° GYP. BOARD AS REQUIRED TO MAKE READY ACCORDANCE TO"GOOD GENERAL PRACTICES"SHOULD IN THE EVENT STRUCTURAL DAMAGE OCCUR DURING PERFORMING DEMOLITION REAR: 153.5 (EXISTING N 0 CHANGE) v, FLOORS,WALLS AND CEILING INCLUDING INSULATION SHALL BE PROCEDURES,THE G.C.SHALL STOP WORK IMMEDIATELY,TEMPORALLY STABILIZE AND CONTACT THE ARCHITECT IMMEDIATELY FOR 4' z -NI=W 2x4 WD.STUDS 16"O.C. GYP.ON J �r,..��`",' �� z INTERIOR.R-20INSULATION BET.BUILD. SD MADE READY. RESOLUTION. COVERAGE: _ 4 1/2"CDX SHEATHING,15 POUND BUILDING PAPER& C ® - NYS APPROVED SMOKE AND CARBON DETECTOR EXISTING: 1319.14 S.F. (EXISTING NO CHANGE) V --' f a EXTERIOR SIDING AS PER OWNERS SELECTION ALL DAMAGED WINDOWS SHALL BE REPLACED ' H— N ALL DAMAGED STAIRS SHALL BE MADE READY AND NOTE: ALL CONDITIONS ARE EXISTING AND SHALL REMAIN WITH NO 1,319.14 S.F. / 26,918.89 = 4.9% F 2 - NEWFIRERATEDPARTITION FUNCTIONAL WITH HAND RAILS. CHANGE IN USE, EGRESS, OCCUPANCY AND OR ZONING 2x4 PRESSURE TREATED PARTITIONS NSW/EXISTING 2x4WD.STUDS 16"O.C.1/2"GYP.ON 2x4 PRESSURE TREATED TYPE RTITIO. BD. EA. SIDE ALL CABINETS, ISLANDS,APPLIANCES, COUNTER TOP SAND PROPOSED UNDER THIS APPLICATION. SCOPE OF WORK HEIGHT: INTERIOR BOTH SIDES SOUND W/ACOUSTICAL INSULATION CEILING TO RECEIVE 2 LAYERS 8" GYP. BD. BACK SPLASHES SHALL BE MADE READY. BETWEEN LIVING SLEEPING SPACES SUBMITTED FOR THE DIRECT REPLACEMENT OF WATER/FIRE 20'-0" FROM GRADE TO RIDGE OWNER TO APPROVE ALL ITEMS NOTED ABOVE. DAMAGED CONDITIONS AS PER PLANS SUBMITTED. DRAWING NUMBER: NEW MOISTURE REPELLENT PARTITIONS Adn NEW 2x4 WD.STUDS 16"O.C.1/2"GYP.ON 2x4 PRESSURE TREATED BOT. PLATE WITH _ z" PAPERLESS WATER REPELLENT INTERIOR BOTH SIDES (1) LAYERS DISTRICT: 1000 SECTION : 36 BLOCK: 2 LOT: m J. GYP. BOARD INTERIOR 20 . 1 SCALE: 3/32" = 1'-0" SIM SON DJUSIABLE NEW#4 REBAR TIES @ 24"O.C. INSTALL GATE,WITH LADDER HANDRAILS JOIST OR STRINGER ACONN CONNECTOR U 4"INTO EXIST.FND AND 8" INTO OPTIONAL LOCATION OUTSIDE JOIST #Lcs � PROVIDE HANDRAILS AT ALL INTERIOR AND EXTERIOR STAIRWAYS WITH 4 OR MORE RISERS AS PER 2020 RC OF NYS 4-J E NEW FND(TYP) R311.7.8 u _0 TOP OF FOUNDATION WALLS TO BE PROVIDE CONT.42"RAILING A MIN.OF 4"ABOVE GRADE w f6 SYSTEM GLAZING : m U CARBON MONOXIDE DETECTION NOTES: o Q o -I �2'-0"x 12" DEEP fTG.(TYP.) — NEW 4 REINF.SLAB W/6x610/10 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON MONOXIDE DETECTOR DEVICE,RECEIVING PRIMARY POWER FROM THE BUILDING ALL WINDOWS WITHIN 5-0 OF A SHOWER OR TUB TO BE TEMPERED AS PER 2020 RC OF NYC R308.4.5. Q z WWF ON GRADE OVER 6"COMPACTED WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT cu O = :L1rn CRUSHED STONE OVER WELL TAMPED ALL WINDOWS WITHIN 36"ABOVE WALKING SURFACE OF A STAIRCASE AND WITHIN 5'-0" OF THE BOTTOM OF THE n p� w U c- 1° 2.CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUT TYPE /`1 _, a L ,� STAIRS TO BE TEMPERED AS PER 2020RCOF NYS R30847 - - - SOIL 3.ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10'-0"OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN . . . DETAIL@STRINGER z Lu co z N .• - PROVIDE A SILL HEIGHT OF 44" MAX. NTS Q u z0 E = SIBOVE LLL HEIGHT FINISHED INTERIOR FLOOR TO DECK STRINGER NOTE: ~ o v o I NEW o � SMOKE DETECTION NOTES: EXTERIOR LUMBER NOTE' � � � � w = I I L o 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE SMOKE DETECTOR DEVICE,RECEIVING PRIMARY POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE DECK STINGERS SHALL BE 2x8 S SPACES ONE AT EACH +- Z N CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT OF STAIR AND (1) 2x8 LOCATED CENTRALLY BETWEEN `� Q aj Li- END EW F �'I I�H BASEMENT LEVEL ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE STAIR WIDTH AS SHOWN = 4- O • I I ,,, z � 2.SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC DETECTOR TYPE z F- = I PITC "' - 3.ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0"OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN SMOKE DETECTORS REQUIRED IN J w " 4"PER N n, EACH SLEEPING ROOM ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL AS PER R319.3. UNNOTCHED TRW — } DBYWEJk w NEW WINDOW MEETS REQUIRED STRINGER CLOSER CLOSER = z N.Y.S.CODE OF NET CLEAR OPENING oo FACE oo FACE () 3 - - -- - - HEIGHT OF 24" N RISER N RISER N 3 cEo1►�u c�u &NET . ' WIDTH OF 20 FOR EGRESS 30 4 I I I NEW WINDOW WELL MEETS REQUIRED NYS 5'-311 5'-3" 6'-6" 6'-6" 6'-611 - - — —a'-o, - - - , . . Ur CODE OF A MIN.NET CLEAR AREA Of 9 SQUARE I T DETAIL "C"T FEET W/A MIN.PROTECTION OF 36" 1 L---------J 1 DETAIL @ STRINGER B DETAIL"A"-"B" --------- I SEE DETAIL D I I-----------1 I ,- THIS SHEET(TYP) NTS .-. .-� J-I� 1 1 .-. .-. --- NEW WINDOW WELL AND EMERGENCY EGRESS EXIT Ili (2)2x12PTGIRbfR @16"D.C. (2)2x12PTGIRDER"@'16"O.C. (2)2x12 PTIGIRDER @16"O.C. NTS I i" SEE DETAIL A& B THIS SHEET 'I ° 1 ,0 o I ° I I @ - @J I ° I i W INSTALL 1 ROW INSTALL(1)ROW @) W DEMOLITION PERFORMANCE DISCLAIMER: I SOLID BLOCKING DECK ABOVE SOLID BLOCKING N cn ° w v THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS ;'I N CV C--4II u PERFORMED.THE CONTRACTOR AND HIS SUB CONTRACTORS SHALL REMOVE AND/OR PERFORM ANY AND ALL N N Simpson LU 28 0 (2)2x12 PT GIPE,R @ 16 O.C. (2)2x12 PT GIRDER @ 16 O.C. (2)2x12 PT GIRDER @ 16 O.C. �� EA. JOIST 12 NAILS z OC CI' DEMOLITION IN A PROFESSIONAL MANOR IN ACCORDANCE TO"GOOD GENERAL PRACTICES" SHOULD IN THE EVENT UTILITY NOTE: ,���� ____ , L—_—___ , ,—_—_—_ , _,—__ , � � - � EA HANGER W � STRUCTURAL DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C. SHALL STOP WORK G.C.TO VERIFY LOCATION OF ALL BELOW GROUND UTILITY ____�„ IMMEDIATELY TEMPORALLY STABILIZE AND CONTACT THE ARCHITECT IMMEDIATELY FOR RESOLUTION. LINES PRIOR TO THE DEMOLITION OF ANY BELOW GRADE _ r- T- INSTALL 1 ROW I Cj 0 Z a I I I 1 LEDGER DETAIL _ EXCAVATIONS INCLUDING BUT NOT LIMITED TO GAS, V� I I I I --o5 SOLID BLOCKING INSTALL 1 ROW ; NTS (/7 00 r-I LOAD PATH NOTE: ELECTRIC,SPRINKLER AND WATER LINES. _ DE)FAILi°A°r ,� I I I I�, - DECK ABOVE SOLID BLOCKING @, I W �- pC � o I 1 1 1 SEE DETAIL A& B QD L 1 0 Q �[ z ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL LOAD BEARING WALLS FROM HIGHEST LEVEL OF C. - i__L--111 o THIS SHEET ,_n N '� 6x6 TREATED POST L.LJ PLUMBING: " " ------ 'fi� I1 X � I� w 0 DWELLING TO EXISTING FOUNDATION. SHOULD ANY LOAD BEARING WALLS BE EXPOSED OTHER THAN WHAT HAS BEEN I I 12.5' , ' N a ,I SIMPSON COLUMN SHOWN ON THESE PLANS CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT ARCHITECT FOR INSTRUCTIONS I I X ANCHOR CBQ44-SDS m (DO LICENSED PLUMBER TO EVALUATE ALL EXISTING PLUMBING I I c� , „ N , z TO PROCEED. COMPONENTS AND MAKE READY ALL FIXTURESTO BE APPROVED BY J '� (2)2x12 PT GIRBEji @ 16" .C. , (212x12 PT GIRDER,@ 16'yO.C. �� 2 2x 2 PT GIRDER @ 16"O.C. , (GALVANIZED) Q W - - ---- --- - OWNER PRIOR TO ORDERING (` v _—;B-L- - r Y_- ------�_ ---_-r- _—_ T��—_ i ADJACENT GRADE uz I V III I I I Lj e� MANDATORY OWNER MATERIAL APPROVAL: ' Io I ' ' I o _ v DC oLn w ELECTRICAL. I ��I � li �' � 4- 4's a N "-' �' �IIIII SUNROOM ABOVE J I ' - I I I I_ # DC NOTE:ALL FIXTURES TO BE PRE-APPROVED BY UNIT OWNER PRIOR TO ANY ORDERING ; o �'''� � � o �; - L1J LICENSED ELECTRICIAN TO EVALUATE ALL EXISTING ELECTRICAL _ 1,1 INSTALL 1 ROW , , INSTALL 1 ROW , , 1 „ NOTE:ALL FINISH FLOORING TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING a, I�, � II 11 - 24 0 SONOTUBE #4 CIRCULAR F W NOTE:ALL TILES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING COMPONENTS AND MAKE READY ALL FIXTURES TO BE APPROVED BY SOLID BLOCKING 01 I SOLID BLOCKING o 1 a " a, OWNER PRIOR TO ORDERING a' I I i W�H' w� a I i a� ` TIES ® 12 O.C. NOTE:ALL PAINT AND GROUT COLOR TO BE PRE BY OWNER PRIOR TO ANY ORDERING I'I m;� I m I N I W 'I NOTE:ALL LIGHTING UNITS/FIXTURES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING I I N NI1 II X I I N 'I ~ _ 46.3 M M 1", I 1" CLEAR NOTE:ALL INTERIOR DOORS TO BE SOLID CORE AND BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING SEE DETAIL THIS SHEET 1 I II,I1 1 I ' 24'-3" � NOTE: ALL DIMENSIONS ARE PLUS AND MINUS. G.C. TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO I ' —_ 2x14 PT LEDGER — ' _—_ 2x14 PT LEDGER 11�-7-7"_ ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR — — — — EX TI FOUNDATION WALL TO REMAIN - SEE DETAIL C E& F I III DECK FOOTING SECTION DETAIL D PARTITION WORK PERFORMED HWH THIS SHEET 2x81PT y I i NTS I @ 16 O.C. 1 BOILER ROOM I � I I� - FLOOR SHEATHING ri - 36 FPSC cw7 L ';� NAILING AT 6" D.C. m SCOPE NOTES: O I FIRE SEPARATION sD0 I - iLu Y� pp MAXIMUM TO J01NT FLASHING 1 SIMPSON STEEL HOLDOW AS PER R302.6 O MECHANICAL ROOM NOTES: °° J w I WITH HOLD-DOWN X ALL Il)LAYERg'TYPE C ip � -�1 I _ INSTALL � _ a I--I I STRAP #DTT2Z OR SIMILA " "GYP BOARD AT ALL N W i I LEDGER TENSION DEVICE Q WALLS BOTH SIDES I @) I cd I AREA OF EXTENSIVE FIRE-WATER FRAME DAMAGE.G.C. PROVIDE(2)LAYER 5/8"FIRE RATED TYPE"X"GYP.BD.ON ALL WALLS AND AND CEILING UNFINISHED STORAGE X I i > w Ln CEILINGS WITH-IN BOILER ROOM AND(2)LAYER 5/8"TYPE"X"GYP.BD. I }HDOORc-SaF A LK I x 31-511 I I 0 Np TO DIRECT REPLACE ALL DAMAGED STRUCTURAL DOOR-FIRE CAULK N I OPP.SIDE ON ALL WALLS AND CEILINGS ADJACENTTO LIVING SPACE AS ALL PIPE PENETRATIONS o ACCESSORY USE 2x8 PT �. Q z N COMPONENTS AS REQUIRED TO MAKE READY FOR REQUIRED. L — — — — — J DC a HOLD 6'-8"CEILING HIGHT o @ 16"O.C. % FIRST FLOOR °C ~ __j u OCCUPANCY. FRAME REPLACEMENT NOT LIMITED TO AREA O ;; Jolsr Z (� IN THE EVENT ADDITIONAL FRAME MEMBERS ARE PROVIDE NON COMB.MATERIAL&CLEARANCES AROUND MECHANICAL z a r---- z z ' I I I DECK JOIST �- Q Vr Of Q SHOWN, Q INSTALL(2)ROW I I a Q I o f ,I, Q OC O EQUIPMENT AS PER NYS CODE AND MANUFACTURES SPECIFICATIONS. 1 EXPOSED AND FOUND DAMAGED G.C.TO DIRECT REPLACE Lu SOLID BLKG. I I � I,IL 1/2"0 THREADED ROD — W O AS WELL IN KIND.THIS NOTE IS TYPICAL FOR THE ENTIRE 0 ~ ' I = J ---_- I a WHEN USING #DTT2Z J LL PROVIDE VENTING OF MECHANICAL ROOM AS PER NYS CODE AND o I I � � I �I �I I DWELLING S iOWN ABOVE. MANUFACTURES SPECIFICATION __j I Z CO I �, 1 - It� — i " n I I I I %r f H z c i o (3)2x12 LVL GIRDER-SET BOTTOM @IHOLD 6-� (3)2x12 LVL GIRDER S T BOTTOM @HOLD 6 4 I � ' N ; 1 NOTE: HOLD-DOWN TENSION DEVICES SHALL BE W O INSTALLATION OFBOILER/MECHANICAL UNITS SHALL BE VERIFIED AND `� z — — "`' — '—�~ — — ' ¢ _ SLAB ON GRADE _ I W °° INSTALLED IN NOT LESS THAN TWO LOCATIONS _ NLL DAMAGED PLUMBING SHALL REPLACED ' ' ' ' , '— z z n' ' PER DECK. AND EACH DEVICE SHALL HAVE AN LUu r14 'v O I COL , 1 COL I o 0 0 �.I I U �-- INCLUDED IN OWNERS BID PRIOR TO ANY CONSTRUCTION.SHOULD �., F= L _ L_____-J w 11 ALLOWABLE STRESS DESIGN OF NOT LESS THAN (, w cn I I 1- I J I i 1 500 POUNpS w >- Q w I"' 4-1 CLEARANCES ASSURE ARISE ALL WORK SHALL STOP AND ARCHITECTTO BE z � I z (GARAGE ABOVE) Z I� ' ' FLOORS,WALLS AND CEILING INCLUDING INSULATION NOTIFIED IMMEDIATELY FOR CLARIFICATION AND OR RESOLUTION. i o o IX 11 = Q SHALL BE MADE READY. o INSTALL(2)ROW - I'I DETAIL DECK ATTACH E U LL N I I 0 ILI-0 (V z SOLID BLKG. M I -;--- ---- z z - -; 1�, ALL DAMAGED WINDOWS SHALL BE REPLACED NOTE: ONCE STRUCTURE HAS BEEN FULL EXPOSED r-+ '� -1--- ---- - o 'z - --- ---- X X -------- NTS G.C. TO VERIFY JOIST DIRECTION AND MATCH ALL w kn UNFINISHED STORAGE IQ w w I _ ALL DAMAGED STAIRS SHALL BE MADE READY AND FIRE DAMAGED FRAMING IN-KIND AND DIRECTION -' ACCESSORY USE --_-_ 3'-10" FUNCTIONAL WITH HAND RAILS. UNLESS OTHERWISE NOTED (TYPICAL) N HOLD 6'-8"CEILING HIGHT I T o ' 1-------- m c' 'n I I ----__-_ _- iv FASTENERS IN 2 Q ALL CABINETS,ISLANDS,APPLIANCES,COUNTER TOPS AND O 1 I SEE TABLE R507.2 BACK SPLASHES SHALL BE MADE READY. NOTE: LICENSED ELECTRICIAN TO REPLACE DAMAGED ELECTRICAL U = - I I _ a , , O O Z - SWITCHES,OUTLETS,GFI OUTLETS,ELECTRICAL LINES AND FIXTURES 2• MIN Q - ` w OWNER TO APPROVE ALL ITEMS NOTED ABOVE. AS REQUIRED TO MAKE CODE COMPLIANT.OWNER TO SELECT AND O O r; ALL FIXTURES AND LOCATIONS PRIOR TO PURCHASE _EXI TING FOUNDATION 1 LLTO REMAIN Q OR APPROVE A _d n I LEDGER TO MATCH 1/2" LAG LOTfI THE TIP OF THE LAG SCREW Z J� ;-�% i .• .^ ` AND INSTALLATION DERAIL IF I I I DECK JOISTS SCREW SHALL FULLY EXTEND BEYOND Q Ia a THE INSIDE FACE OF THE RIMJOIST _ Z EXISTING FOUNDATION WALLTO EMAIN i 1 it 11 _ill 11 i� EXI TIN FOUNDATION WALL REMAIN DETAIL @LEDGER BOARD F — `J' `✓ ALL DAMAGED DOORS AND WINDOWS TO BE REPLACED _ _ I DETAIL,A , B 1a -� o —1--+--•+-.,—'� DETAIL��C�� Z EXISTING FINISH TO BE REPAIRED,FINISHED AND PAINTED i i i I i� �' SCALE:NTS NTS TO MATCH EXISTING AS REQUIRED.FINALIZE WINDOW `" ,I�„ Tom` i I �b„ ' \ 4 0' �\ R-311: MEANS OF EGRESS: LOCATIONS WITH OWNER.(TYPICAL) i�i74 \N� _ :r --_REIrffc P D STAIRS24" , LANDINGS AND uj REPLACE ALL FIRE/WATER DAMAGED CEILING GYP.BOARD HANDRAILS MUST CONFORM � S.S.GALV.HILTI UPLIFT CLIP PAINT,SPACKLE AND PAINT(AS REQUIRED)AS PER OWNERS 12.4' 8.0' 12.9' 12.9' TO STATE RESIDENTIAL CODE ON EITHER SIDE OF BOTTOM P.T.STINGERS 5 S Q COLOR APPROVAL IN-KIND(TYPICAL) REQUIREMENTS DETAIL "D" _ NOTE:ONCE STRUCTURE HAS BEEN FULL EXPOSED G.C.TO NEwS"CONCRETE SLAB GRADE Q` Q W2.9xREINF 2.9 WITH F. / VERIFY JOIST DIRECTION AND MATCH ALL FIRE DAMAGED - :r+s-x :.ite. ;_,:. .: W2.9xW2.9WWF. W/ FRAMING IN-KIND AND DIRECTION UNLESS OTHERWISE i .�-I •. � VAPOR BARRIER(TYP) iQl'` :{.. ��"�- .i. Ohl NEW 5"GRAVEL BED NOTED(TYPICAL) 2 #4'S 1211 OVER WELLTAMPED BED 36" DRAWING NUMBER: '6' CELLAR FL00 "K6% PLAN DECK BOTTOM STRINGER DETAIL "C" G PIROPOSEru NTS FIGURE R307. 1 MINIMUM EXISTING WALL STUDS BATHROOM - KITCHEN LOCATION WALLS R308.4 - GLAZING IN HAZARDOUS LOCATIONS: FIXTURE CLEARANCES WET AREA REQUIREMENTS, MOLD RESISTANCE NOTE AS PER NYS RES CODE.GYPSUM BOARC OR CEMENT BOARD,USED IN AN GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN SWINGING AND SLIDING DOORS AND FIXED SIDELIGHTS, cl: SINGLE LAYER 4mi I. POLYETHYLENE ASSEMBLY FOR THE FOLLOWING AREAS,SHALL HAVE A MOLD RESISTANCE RATING OF 10 IN ACCORDANCE WITH ASTM D3273: 1.WALLS TUB AND SHOWER ENCLOSURES ADJACENTTO DOORS WITHIN 24 15" AND WINDOWS WITH AREAS OF GLASS GREATER THAN 9 SQUARE FEET NTS 4-j E WATERPROOF MEMBRANE OF BATHROOMS/LAUNDRY 2. PORTIONS OF WALLS WITHIN 2 FEET OF KITCHEN SINKS TO A HEIGHTOF 4 FEET ABOVE THE FLOOR;3. HAVING THE BOTTOM EDGE OF GLAZING LESS THAN 18"ABOVE THE FLOOR,THE TOP EDGE OF GLAZING MORE THAN 36"ABOVE THE FLOOR WALL u o / PORTIONS OF WALLS WITHIN 2 FEET OF KITCHEN STOVES TO A HEIGHT OF 4 FEET ABOVE THE FLOOR AND A WALKING SURFACE WITHIN 36"HORIZONTALLY FROM THE GLAZING. 1 -a' 00 �o 5/8 WONDER-BOARD OR -� GLAS-CRETE BACKERBOARD I Q HANDRAILS. WINDOW NOTES: I _ Q z PROVIDE HANDRAILS AT ALL INTERIOR AND EXTERIOR STAIRWAYS WITH 4 OR MORE RISERS AS PER 202C RC OF NYS R311.7.8 Q p = ALL WINDOWS SHALL HAVE INSULATING GLASS OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. ANY J — -- °C u GLAZING: I 21"CLEARANCE J w THIN-SET LATEX-PORTLAND SIZES INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE 21"CLEARANCE z w m z N CEMENT MORTAR ALL WINDOWS WITHIN 5'-0"OF A SHOWER OR TUB TO BE TEMPERED AS PER 2020 RC OF NYC R308.4.5. WINDOW MANUFACTURER TO DETERMINE EXACT SIZE, ROUGH OPENING, ETC.AT LEAST ONE WINDOW FROM Q ALL WINDOWS WITHIN 36"ABOVE WALKING SURFACE OF A STAIRCASE AND WITHIN 5'-0"OF THE BOTTOM OF THE STAIRS TO BE TEMPERED AS EACH BEDROOM SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F (GRADE FLOOR 5.0 S.F) W/A NET HEIGHT OF CERAMIC TILE 24" A NET CLEAR OPENING OF 20"AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR EGRESS MIN.TOILET AND SINK CLEARANCES LL PER 2020 RC OF NYS R308.4.7. � Q ULL PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN z - o TILE GROUT 18 OF THE FLOOR SHALL BE TEMPERED GLAZING AS PER IBC, BOCA AND CABO AND STATE AND LOCAL CODES 15" J w / AND ORDINANCES WALL — u ilm � J 21 CLEARANCE KITCF] EN/BATH TILE WALL ( NON RATED ) M I N.TO I LET CLEARAN CES NTS 30'-4" 15" 15"A WALL uj V WOOD FLOORING I TUB u W OF DOOR NOTE: LICENSED ELECTRICIAN TO REPLACE DAMAGED I Z 0 ELECTRICAL SWITCHES OUTLETS GFI OUTLETS __ _ MARBLE SADDLE COLOR ELECTRICAL LINES AND FIXTURES AS REQUIRED TO i w TO BE SELECTED BY OWNER MAKE CODE COMPLIANT.OWNER TO SELECT AND OR (� CERAMIC TILE APPROVE ALL FIXTURES AND LOCATIONS PRIOR TO 21"CLEARANCE C Z Q � PURCHASE AND INSTALLATION o C0 0 PRESSURE TREATED WOOD I ALL DAMAGED DOORS AND WINDOWS TO BE REPLACED N L u >- EXISTING FINISH TO BE REPAIRED,FINISHED AND PAINTED DECK AND RAILINGS TUB pC Q pC z TO MATCH EXISTING AS REQUIRED.FINALIZE WINDOW (= W LOCATIONS WITH OWNER.(TYPICAL) w O � � CERAMIC TILE TO WOOD REPLACE ALL FIRE/WATER DAMAGED CEILING GYP.BOARD MIN.TOILET TUB OPTIONAL LA YOUT AYOUT CLEARANCE c./) z PAINT,SPACKLE AND PAINT(AS REQUIRED)AS PER OWNERS Q W NTS WALL U z COLOR APPROVAL IN KIND(TYPICAL) NOTE:ONCE STRUCTURE HAS BEEN FULL EXPOSED G.C.TO - 12'-6" _ram, W WET AREA DRY AREA VERIFY JOIST DIRECTION AND MATCH ALL FIRE DAMAGED 9 N Q N W ry- 5/8"TYPE X WATER RESISTIVE FRAMING IN-KIND AND DIRECTION UNLESS OTHERWISE 3 � L z GYPSUM WALL BOARD NOTED(TYPICAL) A-5 0 o BATHROOM FIXTURES TO BE W LATICRETE HYDRO BAN 6"ABOVE 4.n 5/8 Ln APPROVED BY OWNER PRIOR o w FINISH FLOOR @WALL BASE "TYPE X GYPSUM TILE FLOORING W/118"OR 114"GROUT WI WALL BOARDLu Q SUNROOM o a TO PURCHASE-INSTALLATION Q = W GROUT SEALER&TILE AS PER OWNER 3-5/8"METAL/2x4 WOOD STUDS 46.3 °f °= THIN-SET MORTAR I II , II , „ , „ 30"MIN. 3-518"METAL TRACK/ 12-0 2-4 17-9 6-0 z TWO LAYERS OF LATICRETE HYDRO BAN 2x4 WOOD SOLE PLATE r----------------------------------------------- ------ - ------------ ------------------ -- ------------ - 24"CLEARANCE IN BASE MOLDING WATER PROOFING MEMBRANE i i p FRONT OF OPENING ' MIN.SHOWER CLEARANCES I ' r I HOWE I ---- - -D.W- L sltvK L--- 75CFM BATHROOM NOTE: BAT OM SEE PLANS/SECTIONS ; 0 EXISTING CEILING HEIGHT 8'0" ' SUB FLOORING&FLOOR STRUCTURE NOTE: i o EXISTING CEILING HEIGHT 8-0„ S ALL BATHROOM GLAZING TO BE TEMPERED >- PROPOSED KITCHEN o SEE PLANS OR DETAILS FOR i., I to BEDROOM E 60 ti DESIGN:KITCHEN LAYOUT TO BE APPROVED BY OWN I GLASS OPAQUE AS PER PLAN LOCATION m I 1-0 0 �r cn Sp STAVE @J NOTE:ALL APPLIANCE SELECTION AND LOCATION TO BE D � T I WALL FRAME SIZE O I cvi LU @1 0 T I m APPROVED BY CLIENT PRIOR TO ANY PLUMBING ELECTRICAL = oc C i I' o WORK.LAYOUT HEREIN ONLY PRELIMINARY — — — — — —� I EACH BATHROOM TO HAVE A 75 CFM EXHAUST W In LLu o x I FAN. WIRE TO TIMER SWITCH AND VENT TO > o I � N ; "' KITCHEN ISLAND X ; N ' BATHROOM FIXTURES TO BE I W I I I EXTERIOR THRU 4"ALUM. DUCT 0 WATERPROOFING DETAIL (KITCHEN & BATH I z DSBLEO a Q I z APPROVED BY OWNER PRIOR ' JOIST BELOW 1 z 1 ; a p.. TO PURCHASE-INSTALLATIO IEF I a Z ('� Q NTS � � I I _Q INSTALL FIRESTOPPING Q Iz (3) 2x12- LVL-SET HIGH__ I ( j NOTE: FIRMOPPING cz J Q NEW EXISTING WALL I ---- I TYPICAL FOR IN WALL STRUCTURE i ® i €S i SD ' ' I 1 2 SINK LINES Q z m 0 _ S 0 R_ 75CFM _ UNIT _;�� INSULATEp __R_IDGE ABOVE _____ ___________ �, REPLACE W/ %" TYPE "X" W GALV. FURRING STRIPS GALV. FURRING STRIPS AS REQUIRED 4 N , I N o ' B T I ATTIT PUI'L ,I_—_— r _ �n I BATHROOM i 4 I ZL; ,- - GYP. BOARD AS REQUIRED Z WATER REPELLANT BOARD A-5 EXISTING CEILING HEIGHT 8 0 u f— g WATER REPELLANT I DOWN I I I H- 1 GARAGE q 1 , W Q W lill REPLACEMENT TOILET U H- W N ,_ CL I I tc EXISTING CEILING HEIGHT 8 0 _ HD o I m O ro _= BOARD I T - _ -------J m o LIVING ROOM a 1 ® N 1 = a = o TILE AS PER OWNER z o C i U V' SD W 1 0 1 I CEMENT MORTAR CAULK i EXISTING CEILING HEIGHT 8'-0" C TILE AS PER OWNER I 1-4 BEDROOM o 1 m NEW 4" 1 GROUT i m SD ^' " SLAB ON GRADE EP i INSTALL FIRESTOPPING TILE AS PER OWNER TUB ' " � 1 0 MORTAR BOND ; x C (D Z COAT � ; CLOSET 1 z 1 PLUMBING B R EAC FLEXIBLE SEALANT I w H REPAIR a __ .. . •: .: ,.• ..,.., , • . O1 I Z 12I-0" 2'-4" 13'-11" 3'-5" 11'-11" u 1,, CONCRETE VIBRATION HIGH 2-2x10 LVLS 1 Q Lu 2) 2x10-SET HIGH 1-3/4 FLITCH _= ISOLATION AREA AS REQUIRED ; TUB HANGER I HIGH 3-2x10 LVLS 2- FLITCH e•R-19 BATE INsuL z ` a PROPOSED TUB ' 2-WDH3446 J UP , z I (z)CEILING JOIST RIGID FOAM BOARD '- I ANDERSEN �I HIGH -2x LV S 2- " FLITCH (2 XX L I B'R-30 BATT INSUL 3/4'PLYWOOD PANEL MEMBRANE WATERPROOFING L__ 2-2x1O POST CENTER COAT STOOP I -- --------- --------------------------- CLOSET 41-011 I II _= CONTINUOUS LINER ; ---------------------------------------- --- FOYERTO BE APPLIED 12" ABOVE ; x6 I 4 DIA. STL. COLUMN FLOOR LEVEL ON ALL BATH i II I J ` . w == ROOM WALLS AND ENTIRE iMIUM - -2 FLITCH I SPRAY FOAM INSULATION AROUND PERIMETER OF U a BATHROOM FLOOR. ------------------------------------------ - FRAME WEATHER STRIPPING-VERTICAL (1)�-- -------------------------- AND HORIZONTAL } 12.4' $.0' 12.9' 12.9' m DETAIL @WALL WALL / DETAIL WALL /FLOOR ATTIC ACCESS PANEL "B" a 1 NTS 1 A-6PR POSE 'U�N A-5 DRAWING NUMBER: TUB - WALL WATER PROOFING DETAILFIRSTFLOORPLAI\1 REBUILD ENTIRE FIRST FLOOR FRAME SUBSTITUTION PERMITTED IN ONE/TWO FAMILY DWELLINGS NTS DIRECT REPLACEMENT OF 1-STORY FRAME RESIDENCE CONTINUOUS RIDGE VENT ROOFING NOTES : ROOF SHINGLES \ U \ DEMOLITION PERFORMANCE DISCLAIMER. Asphaltstri shinglesshallhaveaminimumofsixfasteners ershin le in the ROOF MEMBRANE GPQM�N' STAIRS & GUARD NOTE 110-130 mph wind zones. p g U � 0 `L 4_+ 5/8" EXTERIOR GRADE (TO COMPLY WITH 2O2o R.C.OF NYS R311&R312) THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS PERFORMED.THE CONTRACTOR AND HIS � rn ROOF UNDER LAYMENT „ I� v � -STAIRWAYS SHALL NOT BE LESS THAN 36 SUB CONTRACTORS SHALL REMOVE AND/OR PERFORM ANY AND ALL DEMOLITION IN A PROFESSIONAL MANOR IN ACCORDANCE TO GOOD GENERAL PRACTICES R905.1.2 ICE BARRIER. In areas where there has been a history of ice forming L_ IN CLEAR WIDTH ABOVE THE PERMITTED SHOULD IN THE EVENT STRUCTURAL DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C. SHALL STOP WORK IMMEDIATELY,TEMPORALLY Q o z LD ROOF JOIST AS PER PLAN — along eaves causing a backup of water as designated in Table R301.2(1) criteria Q L HANDRAIL HEIGHTAND BELOWTHE REQUIRED STABILIZE AND CONTACT THE ARCHI-ECT IMMEDIATELY FOR RESOLUTION. Q < _ -u rn HEADROOM HEIGHT so designates, an ice barrier that consists of a least two layers of underlayment of U 10 -MINIMUM HEADROOM HEIGHT TO BE 6'-8" cemented together or of a self-adhering polymer modified bitumen sheet, shall I w cn -MAX RISER SHALL NOT EXCEED 8 be used in lieu of normal underlayment and extend from the lowest edges of all z = m z N RIDGE -MIN TREAD SHALL NOT BE LESS THAN 9" EXTERIOR LUMBER NOTE: roof surfaces to a point at least 24 inches 610 mm inside the exterior wall line O o -STAIR PROFILE: NOSINGS SHALL NOT BE ( ) � � a~. � LL; RIDGE DETAIL LESS THAN%" NOR MORE THAN 1 ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE of the building. Z) oo 2 LL � Q U � -HANDRAILS SHALL BE PROVIDED ON AT ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL AS PER R319.3. _ }'NTS Tables R905.1.1 p " LEAST ONE SIDE OF EACH STAIRWAY WITH (2) UNDERLAYMENT. For roof slopes from two units vertical in 12 J w L TWO OR MORE RISERS.TOP OF HANDRAIL units horizontal (17-percent slope), up to four units vertical in 12 units horizontal = z SHALL NOT BE LESS THAN 3411AND NOT (33-percent slope), underlayment shall be two layers applied in the following MORE THAN 38".ALL REQUIRED HANDRAILS F— 3 manner. Apply a 19-inch (483 mm) strip of underlayment felt parallel to and �. SHALL BE CONTINUOUS TO THE FULL LENGTH starting at the eaves, fastened sufficient) to hold in lace. Starting at the eave, OF THE STAIRS FROM DIRECTLYABOVE THE g Y p g TOP RISER OF FLIGHTTOA POINT apply 36- inch-wide (914 mm) sheets of underlayment, overlapping successive DIRECTLYABOVE THE LOWEST RISER OFTHE sheets 19 inches (483 mm), and fastened sufficiently to hold in place. 4" FLOOR DRAIN 4" FLOOR DRAIN FLIGHT. ENDS SHALL BE RETURNED OR SHALL Distortions in the underlayment shall not interfere with the ability of the FINISHED FLOOR FINISHED FLOOR TERMINATE IN NEWEL POSTS OR SAFETY SUB-FLOORING SUB-FLOORING TERMINALS. HANDRAILS ADJACENT TO A WALL shingles to seal. For roof slopes of four units vertical in 12 units horizontal SHALL HAVE A SPACE OF NOT LESS THAN 1 (33-percent slope) or greater, underlayment shall be one layer applied in the WOOD JOISTS WOOD JOISTS BETWEEN THE WALLAND THE HANDRAIL. following manner. Underlayment shall be applied shingle fashion, parallel to HANDRAILS SHALL NOT PROJECT MORE THAN and starting from the eave and lapped 2 inches (51 mm), fastened sufficiently to 4"WASTE LINE 4" WASTE LINE /" ON EITHER SIDE OF THE STAIRWAY. hold in place. Distortions in the underlayment shall not interfere with the ability -6UARDS/RA'LINGS ARE REQUIRED FOR ANY of the shingles to seal. End laps shall be offset by 6 feet (1829 mm). F— ELEVATION SECTION SURFACE 3o ABOVE FLOOR OR GRADE. W U -GUARDS/RAILINGS SHALL NOT HAVE A GAP U w FLOOR DRAIN DETAIL OF PASSAGE OF MORE THAN 4" R905.2.8.1 Base and cap flashing. Base and cap flashing shall be installed in Z 0 NTS accordance with manufacturer's installation instructions. Base flashing shall be Z 0 d' F REQUIRED LU of either corrosion-resistant metal of minimum nominal 0.019-inch (0.483 mm) d- thickness or mineral surface roll roofing weighing a minimum of 77 pounds per Z Q Rso6.1-RooFVENTILATioN REQUIRED: PRESSURE TREATED WOOD 100 square feet (3.76 kg/m2). Cap flashing shall be corrosion-resistant metal of e� 0 �—•� ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES minimum nominal 0.019-inch (0.50 mm) thickness. W = }' NOTE: OUTDOOR AIR INTAKES AND EXHAUSTS FORMED WHERE CEILINGS ARE APPLIED DIRECTLY DECK AND RAILINGS NGS pC � IOC z l I SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE I R905.2.8.2 Valleys. Valley linings shall be installed in accordance with W O 1 H CROSS VENTILATION FOR EACH SEPARATE SPACE BY THAT CLOSE WHEN THE VENTILATION SYSTEM IS VENTILATING OPENINGS PROTECTED AGAINST THE manufacturer's installation instructions before applying shingles. Valley linings m (D NOT OPERATING I I ENTRANCE OF RAIN OR SNOW. VENTILATION of the following types shall be permitted: Q W Z OPENINGS SHALL HAVE A LEAST DIMENSION OF I r------------------ 1 ------------------� I F l l Z. or open valley (valley lining exposed) lined with metal the valley lining shall I I ( 1/16"AND 1/4" MAXIMUM. OPENINGS IN ROOF i I I i � U � w 4" GALVANIZED DUCT THROUGH FRAMING MEMBERS SHALL CONFORM TO THE I ' ' I ° be at least 24 inches (610 mm) wide and of any of the corrosion-resistant '� — O� w EXTERIOR WALL W/WEATHER REQUIREMENTS OF SECTION R802.7.REQUIRED W i I ' I ¢ metals in Table R905.2.8.2. 2 N DC VENTILATION OPENINGS SHALL OPEN DIRECTLY TO o ; 2x8 RR 2x8 RR ; ; o STRIPPING. RANGE HOOD DUCT Z ' ' @ 16"O.C. z 16"O.C. I I Q 2. For open valleys valley lining of two plies of mineral surface roll roofing w EXTERIOR WALL I I THE OUTSIDE AIR. Q , I w , , L U I I SIZE MAY VARY. W (D @ ; I W complying with ASTM D3909 or D6380 Class M , shall be be permitted . The l I R806.2 MINIMUM VENT AREA: K I I I I � bottom layer shall be 18 inches (457 mm) and the top layer a minimum of 36 = w SECOND FLOOR THE MINIMUM NET FREE VENTILATING AREA SHALL " i i = i ' BE 1/150 OF THE AREA OF THE VENTED SPACE. ILII , o , I Inches (914 mm) wide. LL EXHAUST HOOD I W GUTTERS AND LEADERS z I ; Z I z 3. For closed valleys (valley covered with shingles), valley lining of one ply of FAN INSIDE WALL CABINET smooth roll roofing complying with ASTM D 6380 at least 36 inches (914 mm) KITCHEN EXHAUST HOOD ---------------- -- -------------- -1 '--------------- wide or valleyliningas described in Items 1 and 2 above shall be permitted. ° --------------------------------------- ----------------------- LalvuA>Ls�ELo ---------------- --------------- ------------- ------------------ underlayment © W/ BUILT-IN FAN i i- INSTALL ICE SHIELD l Specialty with ASTMD 1970 maybe used in lieu of the I I <) ; ; o lining material. © m FIRST FLOOR N �� RANGE V II O p II I I is - I I Q I I Headwall Flashing Detail w Ln II II > NO IluI I z I I II o o II O N I 1 x I I I I Z I Icl� I..L z (DQ I I ( n I IL REBUILD ENTIRE ROOF AS SHOWN Q j w Q KITCHEN EXHAUST HOOD DETAIL it J co � J NTS '= W W k.? r,,r Q z 00 F— o LEI,`; 2x12 RIDGE WITH CONTINUOUS RIDGE VENT �,�' w =, Q X NOTE: DOUBLE X z U Iv- W g Z UP CEILING BEAM BELOW N o u: ,?3 r �{ w >- Q w �L WOOD HANDRAIL(TYP) �ry— � -S 2-1 ANDPOST DOWN END z �' ' COWOOD HANDRAIL(TYP.) , € cc I ,<n L�/� O I I OF RIDGE , , 1-1/2"SQUARE CHANNEL(TYP.) i i c i ,_ 0 1-1/2"STEEL CHANNEL(TYP.) i i - LLJ - �p > I 1 I I � w I I 1/2"x 1/2"SQUARE STEEL BAR METAL HANDRAIL CONNECTOR ' ' QD BALUSTER 4-1/2"O.0(TYP.) @ 3'-0"O.0(TYP.) I I 0= I I � ilI� ilII z � iI II , co EXPANSION ANCHOR BOLT(TYP) ,x 2x8 RR QHANDRAIL DETAILS 16"O.C. 16"O.C. z 2-1 H1--adviall Flashing Condition RUN-SEE PLANS o a8R @2 I I a WCOD RISER € I I I y;. 5 I I I _._ L-------- 1 L__�MDrn� ILL rn� --- ---B---t-D---G-W--A-t-J--�--�- y WOCD TREAD ------0 11 t — C7 1 .. ,,,/,'t..,;: .: ..: .. ,. <. ./ '::rS:E'i:::'ti:i:g:[:;t:?;i:i:;a.. •::'tini'ttit: ...:;..: <t>::.;:<:,;'..>:::::.,. a l INSTALL ICE SHIELD .� . ,: I I INSTALL ICE SHIELD �:.:.: .:,:.: � ..,; .:...Fµ: ... . ......... '-z : .<... .:::>::;::>::::;.:::t::t:.::,. ,<:<..>; <_;:;>.: :<" �� a has.:?:n. �` NEW GUTTERS AND LEADERS I I ;:.. »; ;;:;; _ ; , i� I I , '{{ i L-------------------------r <,,.F;.i>'�cy.,:kP.. ., :.< `,�<' ^:;'r;,, :r; ;S:Y/,�. ':�: .ii iyi„<::r�'iJi.•. 1 --. -, , ' .., , < fir,',: .. �..fa BUILT UP WOOD BEAM (SEE PLANS) ;; __: _<t. <p.;.: " �'` " L,, may! :...,,,., ;;; „mr ,,. ir: .,,,i,. :;;, kx€>: :: t:'<:a:'> F— w �iif V) ir POST DN TO FLITCH BEAM LU LL CONNECTING BRACKET AS REQ D xr.:yF ... ;:°'h ' ;:; '< %it Q - - :,. CARRIAGE CUT FOR RISERS&TREADS 2,Itmv�a:irap �-. `i 7%t'i✓'".i':,ta .: .%,�,E:.:�: .. ,F€"':.Jj": y h:r '6 ASSEMBLY ,d: >y:; ;:. €.:«;:,;:<I<: ' fc'of 5h<��F+c�:>rrq 1 HOUR CEILING/SOFFITSS �',r:v<;F< .,I?�,�}}€€'� ,. �,,..,, ;;� ��,<,; , (AS PER N.Y.C.B.C. SEC. 27.375. >'.,r':rckcwe�F:r,v r°riv}a (i)(e). ONE LAYER 017518" F.C,'x'GYP. DRAWING NUMBER: BD. ON RC-1 CHANNELS W/ WALL STRINGER 3"THERMAFIBER INSULATION. PROPOSED ROOF PLAN WOOD STAIR DETAIL DIRECT REPLACEMENT OF 1-STORY FRAME RESIDENCE FLASHING DE I AIL A IF REQUIRED NTs NTS NEW ASPHALT ROOF SHINGLES AS PER OWNERS SELECTION U NEW GUTTERS AND 4-J E LEADERS AS REQUIRED o � oo — � ro !E rn F= U r--1 CD @1 Q > oz IL2 NQa o =. � � +I 1..1.E Q I" O O ro L N NEW SIDING AS PER OWNERS o J w z wm zN II IT 11 11 > a w l7 V ALL DAMAGED WINDOWS/DOORS TO Q o .• .' z F- �,e ;a BE REPLACED-IN KIND; MATCH J w �'��''b�,�8�. � EXISTING ROUGH OPENING. EXISTING = � z e 'rl FINISH TO BE REPAIRED, FINISHED AND U 3 �� et�� _ PAINTED TO MATCH EXISTING AS ~ 3 R�,- - _r`` REQUIRED ro .� {, -.4� _ Z'\`�..#' C'. ac`V-Y *$'�` `p z�g t�ti``_d•- �S`i°.i4';T �� -�., x+�o_c e l� �` � ALL GRADING AT PERIMETER OF PROPERTY TO REMAIN AS PER THE EXISTING F m mm'ok (DNT ELEVATION WEST (SOUTH ) " ( ) SCALE: 1/4" = V-011 SCALE: 1/4" = V-0" uJ v NEW ASPHALT ROOF SHINGLES AS PER OWNERS SELECTION Z 0 W rvoo � _ z NEW GUTTERS AND 0 0 LEADERS AS REQUIRED W I— = pC < wZ W 0 —� m � 0 O Q LuQa- 0 U oC w Lu --NEW SIDING AS PER OWNERS < N APPROVAL ALL DAMAGED WINDOWS/DOORS TO ® � W BE REPLACED-IN KIND; MATCH \ \ � DC IT 11 Ill- EXISTING ROUGH OPENING. EXISTING w FINISH TO BE REPAIRED, FINISHED AND PAINTED TO MATCH EXISTING AS REQUIREDMEN ' WX - A. Y- �.�f.c.v.+. __ -_••sue.^ ..._a - � Ai�'f¢.31+.'e ','k'=.��.'kni�"�rmt,.L+.�''GaSS:3Y:nY�I.`a".. m'b�_u✓.'� _ .. ..._ ._ ��.,_ -.?� ALL GRADING AT PERIMETER OF PROPERTY TO REMAIN AS PER m F' THE EXISTING p w Rl=.AR ELEVATION ( EAST) Ln CD SCALE: 1 /4" = 11-0" SCALE: 1/4" = 1 '-011 Q < (D . . J N 063 J� w < p z m I— o w --J L� U w ° - - Lu w a co U (D c= w 0 STEEL ANGLE,BOLTED WOOD JOIST SECURELY TO WOOD JOIST UNDERSIDE OF CEILING STRUCTURE UNDERSIDE OF CEILING STRUCTURE UNDERSIDE OF CEILING STRUCTURE UNDERSIDE OF CEILING STRUCTURE MANUFACTURER APPROVED 2 x 4 WOOD FRAME @ TOP&SOLE PLATE 2 x 4 WOOD FRAME STEEL THREADED ROD 2 x 4 WOOD FRAME @TOP&SOLE PLATE 2 x 3 WOOD FRAME @ TOP d SOLE PLATE @TOP&SOLE PLATE m ONE LAYER 1/2" ONE LAYER 5/8"TYPE"X"GYPSUM BOARD ONE LAYER 5/8"TYPE"X"GYPSUM BOARD EACH SIDE ONE LAYER 5/8"TYPE"X"GYPSUM GYPSUM BOARD BOARD EACH SIDE Q 2 x 4 WOOD STUDS 16"O.0 U H SIDE EACH SIDE @ 2 x 4 WOOD STUDS @ 16"O.0 HVAC UNIT 2 x 4 WOOD STUDS @ 16"O.0 2 x 3 WOOD STUDS @ 16"0.� z MINERAL FIBER INSULATION MINERAL FIBER INSULATION Q Q MANUFACTURER APPROVED Z SUPPORT RAIL BASE MOLDING Q I'/ f `4'Z '1 BASE MOLDING BASE MOLDING BASE MOLDING MANUFACTURER APPROVED C, `(D' SIDE VIEW FINISHED FLOOR&BASE COORDINATE FINISHED FLOOR&BASE 1; LOCK NUT(TYP) W/OWNER COORDINATE W/OWNER FINISHED FLOOR&BASE COORDINATE WI OWNER FINISHED FLOOR&BASE COORDINATE W/OWNER STEEL ANGLE,BOLTED EXISTING FLOOR CONSTRUCTION EXISTING FLOOR CONSTRUCTION 2!SECURELY TO WOOD JOIST EXISTING FLOOR CONSTRUCTION EXISTING FLOOR CONSTRUCTION = - j; J GA FILE NO.WP 3644 U Q GA FILE NO.WP 3644 GYPSUM WALLBOARD,WOOD STUDS, Lu --f GYPSUM WALLBOARD,WOOD III GYPSUM WALLBOARD,WOOD STUDS, MINERAL FIBER INSULATION N MANUFACTURER APPROVED STUDS GYPSUM WALLBOARD,WOOD STUDS MINERAL FIBER INSULATION STEEL THREADED ROD SECTION VIEW SECTION VIEW SECTION VIEW SECTION VIEW ONE LAYER�" ONE LAYER 'TYPE (D ONE LAYER 2'GYPSLM ONE LAYER 'GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES GYPSUM WALLBOARD OR WALLBOARD OR GYPSUM VENEER WALLBOARD APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2 x 4 WOOD STUDS 12" GYPSUM VENEER BASE APPLIED BASE APPLIED PARALLEL OR AT TO EACH SIDE OF 2 X 4 WOOD STUDS 16" O.C.WITH 21/4"TYPE S OR W DRYWALL HVAC UNIT PARALLEL OR AT RIGHT ANGLES RIGHT ANGLES TO EACH SIDE OF 2 x 3 O.C.WITH 2-1/4"TYPE S OR W DRYWALL SCREWS 12"O.C.3-1/2"MINERAL FIBER TO EACH SIDE OF 2 x 4 WOOD WOOD STUDS 16"O.0 W/1"TYPE S SCREWS 12"O.C.3-1/2"MINERAL FIBER INSULATION,NOMINAL 2.5 PCF,FRICTION PLAN VIEW STUDS 16"O.0 W/1"TYPE S PLAN VIEW DRYWALL SCREWS 8'O.C.AT PLAN VIEW INSULATION,NOMINAL 2.5 PCF,FRICTION PLAN VIEW FIT IN STUD SPACE. MANUFACTURER APPROVED DRYWALL SCREWS 8"O.C. VERTICAL JOINTS AND 12"O.0 AT FIT IN STUD SPACE. VERTICAL JOINTS STAGGERED 16"O.C., £UPPORT RAIL VERTICAL JOINTS AND 12"O.0 AT HORIZONTAL JOINTS STAGGERED 24"O.C.,FLOOR AND CEILING TRACKS AND VERTICAL JOINTS STAGGERED 16"O.C., FLOOR AND CEILING TRACKS INTERMEDIATE STUDS, HORIZONTAL JOINTS STAGGERED 24" DRAWING NUMBER: MANUFACTURER APPROVED AND INTERMEDIATE STUDS. JOINT STAGGERED 24"ON EACH SIDE O.C.,ON OPPOSITE SIDES. LOCK NUT(TYP) FRONT VIEW ON OPPOSITE SIDES. TESTED AT 2,578 LBS PER STUD OR 100 JOINT STAGGERED 24" EACH AND ON OPPOSITE SIDES. SIDE AND ON OPPOSITE SIDES. PERCENT OF DESIGN LOAD. PLAN SYMBOL PLAN SYMBOL PLAN SYMBOL B.S.A#301-60-SM PLAN SYMBOL (LOAD-BEARING) B.S.A#301-60-SM HUNG HVA('-*l UNIT DETAIL NON-RATED PARTITION 2 x 4 FRAME) NON-RATED PARTITION (2 x 3 FRAME) ONE HOUR RATED PARTITION (2 x 4 FRAME) ONE HOUR RATED BEARING PARTITION (2 x 4 FRAME) NTS NTS NTS NTS NTS DEMOLITION PERFORMANCE DISCLAIMER: THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FORTH E MEANS BY WHICH THE DEMOLITION IS PERFORMED.THE CONTRACTOR AND HIS SUB U CONTRACTORS SHALL REMOVE AND/CR PERFORM ANY AND ALL DEMOLITION IN A PROFESSIONAL MANOR IN ACCORDANCE TO"GOOD GENERAL PRACTICES"SHOULD IN a" THE EVENT STRUCTURAL DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C.SHALL STOP WORK IMMEDIATELY,TEMPORALLY STABILIZE AND ALLOWABLE HOLES - Headers and Beams Other Trus JoistD Headers and Beams U 1.55E TimberStrand®LSL Headers and Beams Microllamm LVL d CONTACT THE ARCHITECT IMMEDIATELY FOR RESOLUTION, 2xdiameterofihe 1.3ETimberSirandm andParallammPSL 00 co largest hole(minimum) LSL hole zone hole zone 2 x diameter of the Jry depth -� J�depth largest hole(minimum) Allowed hole zone DO NOT cut,notch or drill U R806.1-ROOF VENTILATION REQUIRED: holeal^headersarbeama 1._ `� @@ d except as Indicated' �- ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE o fF. Illustrations and tables. Q1.55 E TimberStrand LSLU 1� OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED Header or Beam Maximum Round Microllamm LVL and Other Trus Joistx Beams rl Depth Hole Sae Paralis me PSL Header or Beam Maximum Round O AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16"AND I I I 9%"-9X" 3' allowed hole zone Depth Hole Sze /Y n -11 i�" 3s�" middle JS span n�,�" 1'. w-• 1/4 MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 14"-i6" q5 General Notes See illustration for allowed hole zone d 1.3E TimberStrand®LSL allowed hole zone d 5� 1� ^ � w fn Ql R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. ,x 2D" 2" z w m z fV • Allowed hole zone suitable for headers and beams with See illustration for Allowed Hole Zone uniform andlor concentrated loads anywhere along the member General Notes Q U O • Round holes only R806.2-MINIMUM VENT AREA: . No holes in headers or beams in plank orientation. • Allowed hole zone suitable for headers and beams with uniform loads only. N 0 • Round holes only Lam• C W THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. • No holes in cantilevers. • No holes in headers or beams in plank orientation. � Q LSL TYP. ROOF CONSTRUCTION z -r +21 O 40 YEAR ARCHITECTURAL FIBERGLASS ROOF SHINGLES E 15LB BUILDING PAPER FELT _J w 5/8"CDX PLYWOOD ROOF SHEATHING = Z 2x12 ROOF RAFTERS @ 16"O.C. U 3 ~ 3 � R905.1.2-ICE BARRIERS:(TYPICAL FOR ALL EDGING)PROVIDE AN ICE BARRIER CONSISTING OF ASELF-ADHERING POLYMER MODIFIED CARBON MONOXIDE DETECTION NOTES: BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON MONOXIDE DETECTOR Ur SLOPE EQUAL TO OR GREATER THAN 8 ON 12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED ALONG THE DEVICE,RECEIVING PRIMARY POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING ATTIC OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT NOTE:SEE RES-CHECK TO COMPLIANCE REPORT 2.CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUTTYPE R-49 INSULATION 3.ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10'-0"OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN o= 1 LAYER i'GYP BD a < =GYPBD o TYP. WALL CONSTRUCTION m SD SEE PLANS FOR LOCATIONS: EXTERIOR SIDING AS PER OWNERS SELECTION CD® s s s s CD s AIR INFILTRATION BARRIER BEDROOM BATHROOM E ROOM +I SMOKE DETECTION NOTES: 2 CDX PLYWOOD EXTERIOR SHEATHING a p 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE 2x4 WALL STUDS @ 16 O.C. b SMOKE DETECTOR DEVICE,RECEIVING PRIMARY POWER FROM THE W U R-20 WALL INSULATION N BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE W (R-5 FOAM PANELS ON EXTERIOR R-15 INSULATION INTERIOR) OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT U NOTE:SEE RES-CHECK TO COMPLIANCE REPORT 2.SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION CHAMBER -n TYPE OR THE PHOTOELECTRIC DETECTOR TYPE 0 EXISTING APPROXIMATE 3.ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0"OF THE W GRADE �()(�'�'�) ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED d- (X XXXX EXISTING APPROXIMATE ON PLAN SMOKE DETECTORS REQUIRED IN EACH SLEEPING ROOM Q Q 1 LAYER"TYPE"X"GYP BD 1 LAYER f'GYP BD 1LAYER 'GYP BD 1 LAYER�'GYP BD_ GRADE r ^ O O v-1 97 OSD a LSD o BUILD UP PERIMETER W cD® x cD® UNFINISHED Zo PLATES AS REQUIRED BATHROOM - KITCHEN LOCATION WALLSrvo z NOTE:ALL EXISTING FOUNDATIONS CELLAR - TO OBTAIN 6'-10"CEILING BOILER ROOM w � WET AREA REQUIREMENTS; MOLD RESISTANCE NOTE AS PER NYS RES CODE: LU TO REMAIN HEIGHT(TYPICAL) W 0 J I-- g o GYPSUM BOARD OR CEMENT BOARD, USED IN AN ASSEMBLY FOR THE FOLLOWING = AREAS,SHALL HAVE A MOLD RESISTANCE RATING OF 10 IN ACCORDANCE WITH m z O ASTM D3273: 1.WALLS OF BATHROOMS/LAUNDRY 2. PORTIONS OF WALLS WITHIN Q W Q 2 FEET OF KITCHEN SINKS TO A HEIGHT OF 4 FEET ABOVE THE FLOOR;3. PORTIONS U DC z E ISTING FOOTIN To BE VERIFIED L OF WALLS WITHIN 2 FEET OF KITCHEN STOVES TO A HEIGHT OF 4 FEET ABOVE THE ryC O W MIN.2'-6N 2'-6"x1'-6" FLOOR Q U') W 2 Q_ (C W W clr_ W r4l, B1J1LL".m'.hf' ING SECTION L.L SCALE: 1/4" = V-011 TAPE SEAMS AT INSULATION ELECTRICAL NOTES JOINTS NO PIPE EXPOSURE m 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER STATE AND LOCAL CODES AND R 308.4 - GLAZING IN HAZARDOUS LOCATIONS: W Uj REQUIREMENTS, INCLUDING THE APPLICABLE NATL ELEC CODE, 2, THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN UNDERWF,ITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK. > POLYETHYLENE PIPE INSULATION MIN.R 3 GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN SWINGING AND SLIDING DOORS AND FIXED SIDELIGHTS, O HOT&COLD DOMESTIC WATER LINE 3. ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND INSTALLED PER CODE, TUB AND SHOWER ENCLOSURES,ADJACENTTO DOORS WITHIN 24",AND WINDOWS WITH AREAS OF GLASS GREATER THAN 9 SQUARE FEET, n 4. G.F.I.CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS, G.F.I.CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS, KITCHEN, GARAGE,AND AS REQUIRED BY CODE. HAVING THE BOTTOM EDGE OF GLAZING LESS THAN 18 ABOVE THE FLOOR,THE TOP EDGE OF GLAZING MORE THAN 36 ABOVE THE FLOOR z O PIPE INSULATION FOR DOMESTIC WATER LINE 5. MIN ELECTRIC SERVICE FOR NEW CONSTRUCTION SHALL BE 200 MIN ELECTRIC SERVICE FOR NEW CONSTRUCTION SHALL BE 200 AMPS. FOR EXISTING STRUCTURES, ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE THE IMPOSED AND A WALKING SURFACE WITHIN 36"HORIZONTALLY FROM THE GLAZING, Q N ELECTRIC LOAD AT PEAK DEMAND, Q �_ N U DETAIL USED WHEN APPLICABLECo CARBON MONOXIDE DETECTION NOTES: z CO �_ < 2 R 403.3.1 INSULATION(PRESCRIPTIVE)SUPPLY AND RETURN DUCTS IN ATTICS HVAC NOTES 1.THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON MONOXIDE DETECTOR DEVICE,RECEIVING PRIMARY POWER FROM THE BUILDING �W J z 1- LU LU SHALL BE TER AND R-6 A MINIMUM THAN 3 WHERE 3 INCHES IN DIAMETER WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT U U � � I R-6 MIN, AND GREATER AND R-6 WHERE LESSTHAN 3 INCHES IN DIAMETER.SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING SHALL BE INSULATED Z TO A MINIMUM OF R-6 WHERE 3 INCHES IN DIAMETER OR GREATER AND R-4.2 2.CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUT TYPE F- w O WHERE LESS THAN3INCHESIN DIAMETER. 1. ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE 2020 NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES,AND ALL STANDARDS REFERENCED W >- Q LJJ F- ate-+ 3.ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10'-0"OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN Co (�THEREIN. = Q i�C = w R403.3.2SEALING(MANDATORY).DUCTS,AIR HANDLERS AND FILTER BOXES 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC SYSTEM AND ALL DUCTWORK, BASED ON THE CODES ABOVE. U (/') `U SHALL BE SEALED.JOINS AND SEAMS SHALL COMPLY WITH THE NYS MECHANICAL CODE,AS APPLICABLE. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXIST THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXIST HVAC SYSTEM, IF APPLICABLE,AND DETERMINING IF THE EXIST SYSTEM IS SUFFICIENT TO HANDLE ANY SMOKE DETECTION NOTES: ADDITIONAL HEATING/COOLING LOADS, AND SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. 1.THE 4, CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIDNS WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION AND INSTALLATION. CIRCUIT OTHER THAN THE OV RCUURRENT NG UNIT SHALL EVICEPROTECTINGTHEBRANCCHCIIRCUTTORDEVICE,RECEIVINGPRIMARYPOWERFROMTHE BUILDING WIRING WITH NO SWITCHES IN THE DUCT INSULATION DETAIL 2.SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC DETECTOR TYPE 3.ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN W-0"OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN SMOKE DETECTORS REQUIRED IN m p[ DETAIL USED WHEN APPLICABLE EACH SLEEPING ROOMPLUMBING NOTES Q U TAPE SEAMS AT INSULATION z JOINTS NO PIPE EXPOSURE LOAD PATH NOTE: Q w 1. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER STATE AND LOCAL CODES Q f,; rJ/j��, ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL LOAD BEARING WALLS FROM HIGHEST LEVEL OF 2: ; -'r !?•;;:�, Q AND REQUIREMENTS. DWELLING TO EXISTING FOUNDATION. SHOULD ANY LOAD BEARING WALLS BE EXPOSED OTHER THAN WHAT HAS BEEN ,- --� 2. ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD CR APPROVED EQUAL. Q 3. ALL PLUMBING SUPPLY PIPING TO BE A MIN.OF 1/2" COPPER MAINS. ALL PLUMBING SUPPLY PIPING TO BE A MIN.OF 1/2" COPPER MAINS. SHOWN ON THESE PLANS CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT ARCHITECT FOR INSTRUCTIONS °C `� ;~ J' 1�? POLYETHYLENE PIPE INSULATION MIN,R 3 TO PROCEED. REFRIGERANT LINES AS PER MANUFACTURER 4. ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN,4 IN DIA.AND TO ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN.4 IN DIA.AND TO BE CONNECTED TO AN APPROVED SANITARY SYSTEM, III I z 5. ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE.ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE.PIPE INSULATION FOR REFRIGERANT LINE 6. SIZES AND TYPES OF APPARATUS, EQUIPMENT, AND SYSTEM CONTROLS SIZES AND TYPES OF APPARATUS, EQUIPMENT,AND SYSTEM CONTROLS SHALL COMPLY WITH THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. N DETAIL USED WHEN APPLICABLE MANDATORY OWNER MATERIAL APPROVAL: NOTE:ALL FIXTURES TO BE PRE-APPROVED BY UNIT OWNER PRIOR TO ANY ORDERING EXPANDABLE FOAM SEALANT AND CAULKING STRUCTURAL STEEL NOTES NOTE:ALL FINISH FLOORING TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING ' ! AT ROUGH OPENING NOTE:ALL TILES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING NOTE: 1. ALL STRUCTURAL STEEL FABRICATION AND ERECTION TO BE IN ALL STRUCTURAL STEEL FABRICATION AND ERECTION TO BE IN ACCORDANCE WITH THE ASTM SPECS FOR A572 50 KSI STEEL AS PER THE AISC MANUAL. NOTE:ALL PAINT AND GROUT COLOR TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING THE ORLEAKAGE DNOTTESTINGOEXCE EXCEHALL ED E 2. ALL CONNECTIONS TO BE 3/4" DIA. BOLTS (A325) OR GREATER AS ALL CONNECTIONS TO BE 3/4" DIA. BOLTS (A325) OR GREATER AS REQUIRED OR WELDED CONNECTIONS. NOTE:ALL LIGHTING UNITS/FIXTURES TO BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING PERFORMED NOT TO EXCEED 3 ACH 3. ALL CONNECTIONS TO BE IN COMPLIANCE WITH AISC STANDARDS AND TO ALL CONNECTIONS TO BE IN COMPLIANCE WITH AISC STANDARDS AND TO SATISFY BEAM END REACTIONS. NOTE:ALL INTERIOR DOORS TO BE SOLID CORE AND BE PRE-APPROVED BY OWNER PRIOR TO ANY ORDERING DRAWING NUMBER: 4, ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE TO RECEIVE ONE ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE TO RECEIVE ONE SHDP COAT OF APPROVED PAINT OR BE GALVANIZED. 5. ALL WELDING TO BE PERFORMED BY LICENSED WELDERS AND TO MEET THE ALL WELDING TO BE PERFORMED BY LICENSED WELDERS AND TO MEET TH: REQUIREMENTS OF THE AISC,AWS AND ALL APPLICABLE BUILDING CODES. NOTE: ALL DIMENSIONS ARE PLUS AND MINUS. G.C. TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO DETAIL FOR DOORS AND WINDOWS 6. ALL COLUMNS TO BE PROVIDED WITH STANDARD GOVERNMENT ANCHORS ALL COLUMNS TO BE PROVIDED WITH STANDARD GOVERNMENT ANCHORS AND SUITABLE BEARING PLATES AT BASES, IN COMPLIANCE WITH AISC STANDARDS. ANY WORK PERFORMED AND OBTAIN WRITTEN APPROVAL/SIGN-OFF PRIOR TO ANY INTERIOR 7. FITTED STIFFENERS SHALL BE PROVIDED IN BEAMS OVER AND UNDER ALL FITTED STIFFENERS SHALL BE PROVIDED IN BEAMS OVER AND UNDER ALL CO-UMNS. DETAIL USED WHEN APPLICABLE 8. ALL PRECAUTIONS MUST BE TAKEN DURING STEEL ERECTION TO ENSURE ALL PRECAUTIONS MUST BE TAKEN DURING STEEL ERECTION TO ENSURE STABILITY UNTIL STRUCTURE IS COMPLETED. PARTITION WORK PERFORMED U +� E U o 00 U TABLE R402.4.1.1-AIR BARRIER AND INSULATION INSTALLATION ro CONTINUOUS BEAD � � E COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA F SEALANT U r-I (D / MANUFACTURED THIN-PROFILE 1" A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE / VENTED AIR SPACE kE—ICE' ISTING ATTIC VENTILATION BAFFLE BUILDING ENVELOPE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING / z D GENERAL REQUIREMENTS LOOR ASSEMBLY (FULL WIDTH) ATTIC INSULATION THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AI MATERIAL / �"RIGID Q Q = a) 'i BARRIER cn SULATION � (, BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED J Q u ONTINUOUS MINIMAL PTIONAL ^ J Lij Cu Cn EXPANDING FOAM AT ELEVATION y, NAVITY INSULATIONW m THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE WINDOW PERIMETER XPANDING FOAM AROUND = z CEILING/ATTIC ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRI ffHE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED sECTIOry THE PERIMETER OF LOOSELY Q u O o Lri SHALL BE SEALED WITH THE AIR BARRIER CUT RIGID INSULATION ONTINUOUS BEAD 0 ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL DOORS TC I ILING I OF SEALANT — �- H w UNCONDITIONED ATTICS SPACES SHALL BE SEALED AS AIR BARR R BOARD �'RIGID INSULATION oo 0 u EXISTING BAND JOIST INSULATION c—I Q U LL. ONTINUOUS BEAD RETROFIT WITH 11/2"RIGID INSULATION XTERIOR INSULATED = 40-1 O THE JUNCTION OF FOUNDATION AND SILL PLATE TO BE SEALED. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE WINDOW UNIT AS OF SEALANT WALL z iE THE JUNCTION OF TOP PLATE AND THE TOP OF EXTERIOR WALLS INSULATED BY COMPLETELY FILING THE CAVITY WITH A MATERIAL HAVING AIR BARRIER 9-00300 scale: 3/4"=1'.0" �� W i WALLS ONTINUOUS BEAD TO BE SEALED A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM OF SEALANT >- EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE THIN-PROFILE ATTIC EAVE BAFFLE AND VENT = z KNEE WALLS SHALL BE SEALED INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH CONTINUOUS MINIMAL U THE AIR BARRIER EXPANDING FOAM AT ONTINUOUS MINIMAL 5-01004 Scale: 3/4"=V-0" I— 3 WINDOW PERIMETER EXPANDING FOAM AT 3 WINDOWS,SKYLIGHTS,AND DOORS WINDOW PERIMETER THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING, CONTINUOUS BEAD "GYPSUM BOARD Ca F SEALANT ANUFACTURED RECESSED LIGHT AND SKYLIGHTS AND FRAMING SHALL BE SEALED 1X4 BLOCKING ENCLOSURE ATTIC INSULATION ONTINUOUS BEAD FILING JOISTS OF ADHESIVE RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED ONTINUOUS BEAD WINDOW UNIT AS OF SEALANT AIR BARRIER FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN NSULATED EXTERIORmy WALL FLOORS(INCLUDING ABOVE GARAGES& THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR CONTINUOUS MINIMAL XALL WALL CANTILEVERED FLOORS) INSULATION FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN EXPANDING FOAM AT SHEATHING CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS WINDOW PERIMETER XPANDING FOAM SEALANT INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND AT PERIMETER EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR 2-STUD CORNER WITH 1x4 BACKER ONTINUOUS BEAD FRAMING MEMBERS CONTINUOUS BEAD OF SEALANT d:hRYWALL CEILING F SEALANT s-0000G tale: 3/4"=1'-0" CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO BE COVERED ECESSED LIGHT FIXTURE U WITH E CLASS 1 VAPOR RETARDER WITH OVERLAPPING JOINTS WHERE PROVIDED INSTEAD OF FLOOR INSULATION, INSULATION SHALL BE ONTINUOUS BEAD W TAPED PERMANENTLY ATTACHED TO THE CRAWL SPACE WALLS p OF SEALANTS BEAD OF ADHESIVE w DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTS ONTINUOUS BEAD AIR SEALING AT RECESSED LIGHTING IN ATTIC U � SHAFTS/PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE TO BE ONTINUOUS SILL SEALER OF SEALANT O SEALED -FULL WIDTH OF MUDSILL ONTINUOUS US BEAD 5-02041 Scale: 3/4"=1'-0" N OF ADHESIVE LL. NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR NARROW CAVITIES FOUNDATION WALL ONTINUOUS BEAD LU 0- Q d- SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY AS AIR BARRIER OF SEALANT CONFORMS TO THE AVAILABLE CAVITY SPACE ONCRETE SLAB AS �_ n AIR BARRIER I O O GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED SPACE e (� , p ° VOF FLOOR ASSEMBLY LOCKING AS REQUIRED CONTINUOUS BEAD GYPSUM BOARD BOX 1..1. Q LJN� RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ° n p F SEALANT ONTINUOUS BEAD ENCLOSURE ENVELOPE SHALL BE SEALED TO THE DRYWALL ENVELOPE SHALL BE SEALED AIR TIGHT AND IC RATED ° a OF SEALANT ATTIC INSULATION w 1 F- PLUMBING AND WIRING BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING ° NTINUOUS BEAD CEILING JOISTSCo ! 1"1 AND PLUMBING IN EXTERIOR WALLS,OR INSULATION THAT ON SEALANT (J INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL NTERIOR GYPSUM /r w Z EXTEND BEHIND PIPING AND WIRING WALLBOARD AS BARRIER = < THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENTTO CONCEPTUAL AIR SEALING STRATEGY// CONCEPTUAL AIR SEALING STRATEGY// l U\AA/ a0 Z SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE CONCEPTUALAIR SEALING STRATEGY r ' w SHOWERS AND TUBS SHALL SEPARATE THEM FROM THE LOWER WALL SECTION UPPER WALL SECTION AT UPPER FLOOR BANDJOIST v SHOWERS AND TUBS INSULATED c i N w 5-02011 cafe: 3/4"=V-0" XPANDING FOAM SEALANT > `L WALLS ELECTRICAL/PHONE BOX ON EXTERIOR THE AIR BARRIER SHALL COMMUN CATION BOXES OR AIR SEAL BOXESE INSTALLED DSHALLTBECAL OR " " 5-02003 " � " 5-02002 Scale: 3/4 = 1 -0 Scale: 3/4 = 1 -0 AT PERIMETER ( � ONTINUOUS BEAD OF w tJ 1„ ---DRYWALL CEILING INS SEALANT W GYPSUM BOARD HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL z BOOTS ENVELOPE SHALL BE SEALED TO THE SUBFLOOR OR DRYWALL 2)LAYERS 2"RIGID INSULATION RECESSED LIGHT FIXTURE = LLJ INSTALL 1"RIGID INSULATION INSTALLED DURING FRAMING I.y- 1"RIGID INSULATION CUT TO FIT BETWEEN THE ROUGH CUT AROUND RAFTERS FROM SEAL BOTH AIR SEALING AT RECESSED LIGHTINGINATTIC L.L CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SPRINKLERS VENTILATION CHUTE SIDES ALONG RAFTER WITH SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY -AIR SEAL PERIMETER VENTILATION CHUTE EXPANDING FOAM SEALANT. THE MANUFACTURER.CAULKING OR OTHER ADHESIVE SEALANTS WITH EXPANDING ATTIC INSULATION MAINTAIN EQUAL VENT SPACE 5-02040 Scale: 3/4"=V-0" SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER FOAM SEALANT FOR LENGTH OF RIGID INSULATION NSULATED EXTERIOR COVER PLATES AND WALLS OR CEILINGS WALL XTERIOR WALL INSTALL 1"RIGID INSULATION SHEATHING VERTICALLY TO CONNECT INSULATING SHEATHING TO RIGID 3-STUD CORNER WITH RIGID INSULATION INSULATION BAFFLE. MATERIALS R-VALUES FOAM SEAL BOTH JOINTS ONTINUOUS BEAD 5-00007 scale: 3/4"=1'-0" OF SEALANT MATERIAL R-VALUE 2"RIGID INSULATION m XTERIOR INSULATED ONTINUOUS BEAD WALL OF SEALANT 0 "RIGID INSULATION ( I w ROVIDE BLOCKING AT BUILDING BOARD 1"RIGID INSULATION AS ATTIC EAVE BAFFLE CUT XTERIOR INSULATED STUD CAVITYAT SHOWER AROUND MANUFACTURED VENT O WALL AT EXTERIOR WALL Q GYPSUM WALL BOARD (%") 0.45 5-01006 Scale: 3/4" To.. ONTINUOUS BEAD OF = ll SEALANT NSTALL INTERIOR SHEATHING / � 1"EXTERIOR INSULATION SHEATHING AS PRIOR TO INSTALLATION OF Z V Ln 5 11 TUB SURROUND BON FINISH ATTIC EAVE BAFFLE AND VENT - PREFAB FIREPLACE UNIT Q !1'1 p 0.5625 Q < (D N GYPSUM WALL BOARD (/ ) s-oloos Scale: 3/4"-1'-0" _ TUB UNIT PLYWOOD (1/") 0.62 PREFAB TILE SULi RROUND FINISH FIREPLACE Co0 �: J ') out PLYWOOD (%q") 0.94 -TUBSURROUND \--CEMENTBACKERBOARD UNIT z Co PROVIDE BLOCKING AT BEYOND ----iNSTALL 1 RIGID INSULATION STUD CAVITY AT TUB AT BOTH HORIZONTAL AND NSULATED W =� z = ui AT EXTERIOR WALL ONTINUOUS BEAD DRAINAGE PLANE VERTICAL POSITIONS NSULATED EXTERIOR EXTERIOR STUD WALL STUD WALL SIDING OF SEALANT (LEAVE GAP FOR EXPANDING FOAM) THIN PROFILE WALL SHEATHING U ~ L u (D Q) INSULATED EXTERIOR W } Q w THIN PROFILE WALL INSTALL EXPANDING FOAM ALUMINIUM/VINYL SIDING (NOT INSULATED) 0.61 STUD WALL SHEATHING SEALANT AT INTENTIONAL GAPS m W = Q = ONTINUOUS BEAD AS AT 1 RIGID INSULATION ISTING ASSEMBLY LOOR Z U i 1 CONTINUOUS BEAD OF W ALUMINIUM/VINYL SIDING (%" INSULATION) 1.80 OFSEALANT SEALANT CAVITY INSULATION ONTINUOUS BEAD OF MINIMUM DRIP SEALANT ANUF.SHOWER XPANDING FOAM 1"RIGID INSULATION PAN FLOORING SOFFIT CLOSURE \-EXPANDING FOAM WOOD FLOOR ASSEMBLY Co HARDWOOD FLOORING 4 ' WOOD FRAME WOOD FRAME FLOOR Q TILE O.OS FLOOR ASSEMBLY ASSEMBLY U .. . z INSULATED CANTILEVER FLOOR// a e.. :- """ " Lu CARPET WITH FIBER PAD 2.08 CAVITY INSULATION WITH 1"RIGID INSULATION CLOSURE Q / AIR SEALING BEHINDTUB WITH Q , /r••-'-""-"-' THIN-PROFILE SHEATHING//SECTION 5-01019 Scale: 3/4"=1'-0" AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED CARPET WITH RUBBER PAD 1.23 = THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY z 34" 1'-0" 5-01009 Scale: / 5-01007 Scale: 3/4"=1'-0" Q •. 5-01012 Scale: 3/4"=V-0" z ATTIC INSULATION / Cn AIR SPACE (1/" UP TO 4") 1.00 LOOR GRILLE - LOOR DUCT BOOT e a' FILING FRAMING Q SHEATH INTERIOR OF ONTINUOUS BEAD OF ELECTRICAL WIRE _ /SEALANT 1 RIGID SUB FLOOR —TOP PLATE Lu ROOFING ATTIC ACCESS TO w INSULATION u v +1"OF INSULATION PLUMBING PIPE I I I I I I I I I I I I I ASPHALT SHINGLES 0.44 LEVEL ACCESS PANEL TOP PLATE WOOD SHINGLES 0.97 RAW ACCESS PANEL EXPANDING FOAM FLEXIBLE DUCT XPANDING FOAM\\\L��NSULATED IE AT INNER LINER SEALANT SNUG WITH PERIMETER SEALANT ASTICAT INNER LINER SCREWS TIE AT OUTER LINER WALL STUD TRIM AS REQUIRED WALL STUD DOORS INISH CEILING WOOD, SOLID CORE (1 3/4") 2'17 AIR SEALING AT ATTIC HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL ATTOP PLATE ELECTRICAL PENETRATION DRAWING NUMBER: INSULATED METAL DOOR (2") 15.00 5-02022 tale: 3/4"=170" 5-01023 Scale: 3/4"=1'-0" 5-01033 Scale: 3/4"=1'-0" 5-01024 Scale: 3/4"=1'-0" POURED CONCRETE PER 1" 0.08 HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS 7F MODEL No. L551.128 OR APPROVE � EQUIVALENT AT EVERY RAFTER TO RIDGE -F-J E U CONNECTION WHEN RAFTERS DO NOT AL16N HURRICANE ANCHORS MANUFACTURED BY _v HURRICANE ANCHORS MANUFACTURED BY USE SIMPSON Z-MAX OR HD6 CONNECTORS 5IMP50N 5TRON6-TIE CONNECTORS MODEL No.H2.5A d-J co 51MP50N 5TRONG-TIE CONNECTORS TO INCREASE CORROSION RESISTANCE OR APPROVED EQUIVALENT AT EVER RAFTER TO PLATE CONNECTION BOTH SIDES WHEN MODEL No. L5TA24 OR APPROVE FOR ALL HARDWARE IN CONNECTION RAFTERS DO NOT ALIGN WITH 5TUD5 U EQUIVALENT AT EVERY RAFTER TO RIDGE W/ AGQ LUMBER. Q Q z CONNECTION WHEN RAFTERS ALIGN WALL STUDS ® Ib" O.G. Q r- RID(S Q 0 SIMPSON STRONG-TIE CONNECTOR U L.*HTZ TO BE USED WHEN J Q i RAFTER ALI&N5 WITH STUD J LU Q) z LU 00 z fV rl USE A MINIMUM OF TWO 8d / �� _ NAILS THIS SIDE < U TOTAL OF FOUR INTO RAIFTEA / o \I 0 O Ln v LLl BOTTOM PLA o U e e� ° ROOF RAFTE I �,; DD 2 U U ° DOUBLE TOP PLA `C � U LL RIM J015T , I 1 _ 0O t ROOF RAFTER •J W co n U 3 RIDOE DETAIL u >_ SUB FLOOR ALL TRAPPIN6 TO BE ' STUDS• I6.O.G. Co I V T S FLOOR JO15T INSTALLED AS PER MANUFACTURES ° 0 SILL PLA SPECIFICATIONS AND NY5 CODE ° TUD PLATE TIES MANUFACTURED BY SIMP50N TERMITE 5HIEL 16 6a. STRAP TIES MANUFACTURED ° TYVO 8d NAILS 5TRONS-TIE CONNECTORS MODEL No.RSP4 BY 51MP50N STRONG-TIE CONNECTORS INTO PLATE5 OR APPROVED EQUIVALENT AT EVERY STUD FOUNDATION WALL TO PLATE CONNECTION WHEN RAFTERS DO NOT ODEL No. G516 OR APPROVED EQUIVALENT.STRAP TO HAVE MIN. 12" SEARING ON THE STUD ISHT 8d NAILS ALIEN WITH STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. INTO 5TUD5 "x5NVY 5TL. BEARING PLATE MANUFACTURED 4 BY SIMPSON STRONG-TIE CONNECTORS MODEL No. L15PSI'2 OR APPROVED EQUIVALENT ROOF S TR A F F I N O D E TA I L PICAL 5/a"xl2" HOOKED ANCHOR BOLT a 5'-0" O.G. - W/T' MIN. EMBEDMENT INTO CONCRETE - WITHIN 6-12" OF EACH END OF PLATE OUNDAT 1 ON 57RA F I NO DATA I L w w U ABLE END STUD N T S z 0 U-i �I ABLE END STUD Q Q �� STRAP TIES MANUFACTURED BY LIM Q PSON O J ° STRONFrTIE CONNECTORS MODEL No.5TI0 ° OR APPROVED EQUIVALENT TO EXT@!D MIN. O W I— 0 . 12" ZX BRAG UP STUD Ih ° -•� _ NEW BEAM rvoo QCIC Lu ° w o J P-; c °°° m OI FLOOR JOISTS < w Q •16'C.G. �o-1 MANILA WALL END coNNEGTOR I " MIN. EDGE „� o MAhUFAGTURED BY SIMF50N TO BE CONNECTED TO NEW ( ) fo°i o �/ STRONG-TIE CONNECTOR5 v BEAM BY BIMP50N Z L' MODEL E INS1r4 APPROVED DIFFERENCE (LUS SERIES) SIZENEW LVL BEAM- UPSET INTO V O w .I EQUIVALENT INSTALLED As STRONG-TIE AS REQUIRED OR FLOORCONSTRUCTIONBEAMPSEQ N W ° MANUFACTURERS SFEGIFIGATIONS APPROVED EQUAL ° EX./NEW FLOOR JOISTS NEW GALVANIZED STEEL rr nn U-BRACKET 51MP50N COLUMN LLJ V, GABLE WALL ENLI CONNECTOR GAP LCC5.5-4 W M MODEL No.A5 BY SIMPSONPROVED F L U CJ. � '� f5 E A M DETAIL REQUIRED FOR NEW LVL BEAM STRONG-TIE CONNECTORS 4• WELDED TO PIPE- SIZE AS V, MODEL No. IN APPROVED " „ POCKET-V.I.F. EQUIVALENT INSTALLED AS MABLE WALL END GONNEGTOR 5/8 �X12 STEEL ANCHOR W ihAIFAGTURERs SP1`_GIFIGATI BY OI MA BOLTS AT 5'-0" O.G. MAX. hA1FAGTURED MPSON 2X WALL -y S o TIE CONNECTORS 2X HALL STUDS MODELL No..LSTAIB APPROVED MIN EMBEDMENT OF 1" w N T S PLA MANUFACTURERS S�IFICAATTIIOIN�9 oo NOTE: 5 1/2" DIAMETER PIPE COLUMN LLED AS �- MIN.I2•DOWN 5TUD AND I2"AGRo55.Io15T UPLIFT CONNECTION 15 REQUIRED SET IN NEW SPREAD FOOTING 5EE PLAN,-' AT EACH END OF THE HEADER AND AT 4 BOTTOM OF HEADER STUDS IN ADDITION C O L. TO 5 E A M DETAIL 44 TO CONNECTORS AT WALL 57UD5 AND AT TOP AND BOTTOM OF CRIPPLES. WHEN NOT ALIGNED WITH RAFTER, NTS OA15L��•• /� I,�I /� I CONNECT KING STUDS TO TOP PLATE, N E END Y�lALL DETAIL a SEE ROOF STRAPPING DETAIL WRAP IV4" GALS. 20 6A. COIL STRAP � G VER TOP OF TOP PLATE d NAIL N T S ' 4 ROOF FRAMING c c m LU Q N Lll I CRIPPLE O O z iy 5TUD5 DOUBLE TOP PLATE U ANGHOR BOLT DETAIL z ( °- a ILD Ln NTS Z EADER ��C J Ur >- _J 2: Q oo E— w USE 5IMP50N Z-MAX OR HD6 CONNECTORS TO INCREASE CORROSION RESISTANCE � = (Dz FOR ALL HARDWARE IN CONNECTION U U LJ..I JACK W/ AGO LUMBER. a� 0 CONNECTION OF MULTIPLE DOUBLE 2X 5TU STUD w m Q w a }, SIMP50N HDU5-5D52. FULL LENGTH WALL STUDS ® I6" O.G. U < (n N 0 PIECES OF TOP-LOADED BEAMS WALL STUDS HOOKED ANCHOR BOLT FRAMED OPENING FOR NEW MIN. 12" PENETRATION WINDOW OR EXTERIOR DOOR 13/" Width Pieces: INTO FOUNDATION ® Minimum of 2 rows 16d (3)/2") nails at 12" O.C. s m ® Minimum of 3 rows 16d 3/ ) nails at 12" o.c. NOTE: for 14" and deeper beams ALL 5TRAPPIN( TO BE z INSTALLED AS PER MANUFACTURES LL SPECIFICATIONS AND NY5 CODE Q ® Nailed connections require an additional row of = i = _ _ _ _ = Q nails when nail size is smaller than specified I — -TT — — �- — — �� BOTTOM PLA u z _ , a It a AGQ SILL PLA `�"', =V, above (minimum 0.131 x 3.25 ) — , - , _ CORRO5ION-RE515TIVE FLASHING NO UPLIFT G NECTOR5 AND TERMITE 5HEIL QrA 31/" Width Pieces: II I I I REQUIRED IHI5 AREA U SLAB ON GRAD o Minimum of t rows / bolts at I I I I I I I I I6 6a. STRAP TIES MANUFA --`-- W GTURED 24 o.c. staggered BY 51MP50N 5TRON(-TIE CONNECTORS �I MODEL No. 0516 OR APPROVED EQUIVALENT. Q d e STRAP TO HAVE MIN. 12" BEARING ON THE STUD 6 6a. STRAP TIES MANUFACTURED BY SIMPSON STRONG-71E CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORS AND WRAP UNDER SILL PLATE AT FOUNDATION. (D MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE Additional nailin or bolting may be STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION 5"x5")Y2' STL. BEARING PLATE MANUFACTURED 9 Y AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. n BY 51MP50N 5TRON6-TIE CONNECTORS MODEL No. LBP5v2 OR APPROVED EQUIVALENT required with side-loaded multiple member USE 5IMP50N Z-MAX OR HDO CONNECTORS UFL I FT GONNEGTOR DF—TA I L PIGAL 5/8"x12" HOOKED ANCHOR BOLT beams . Refer to current product literature. TO INCREASE CORROSION RESISTANCE - 0" O.G. 3'- FOR ALL HARDWARE IN CONNECTION - ®a 1- MIN. EMBEDMENT INTO CONCRETE DRAWING NUMBER: W/ AGQ LUMBER. NTS - WITHIN 6-12" OF EACH END OF PLATE BOLD DONN DETAIL FOUNDATION STRAFF I NO DETAIL NTS NTS GENERAL NOTES CONSTRUCTION NOTES WOOD FRAMING NOTES PLUMBING NOTES CODE COMPLIANCE 1. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND �- 1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. THESE DRAWINGS ARE NOT 1. ALL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR EQUAL, WITH A MINIMUM FIBER 1. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALL WIND AND REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER TO BE SCALED. STRESS OF 900 PSI AND A MODULUS OF ELASTICITY OF 1,600,000, UNLESS OTHERWISE GRAVITY LOADS FROM THE ROOF, WALL, AND FLOOR SYSTEMS TO THE ALL DRAWING HAVE BEEN PRODUCED, EVALUATED AND U 0 STATE AND LOCAL CODES AND REQUIREMENTS. PREPARED USING THE 2020 RESIDENTIAL BUILDING CODE, O NOTED. FOUNDATION. ALL RAFTERS, STUDS, AND FLOOR JOISTS TO ALIGN AS +-+ co 2. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO THE MOST CURRENT NEW YORK STATE ENERGY :F E DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FORA 2. ALL ENGINEERED STRUCTURAL WOOD MEMBERS, INCLUDING ENGINEERED FOUNDATION. APPROVED EQUAL.2. ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR CONSERVATION CONSTRUCTION CODE AND ALL ASSOCIATED � 0�� � COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR JOISTS AND BEAMS, TO BE AS MANUFACTURED BY TRUSS JOIST MacMILLAN OR WITH STANDARDS REFERENCED THEREIN Q o z MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED. APPROVED EQUAL, AND INSTALLED AS PER MANUFACTURERS SPECS. 2. ALL STRUCTURAL DIMENSIONAL LUMBER TO 3E DOUGLAS FIR LARCH NO. 2 OR 3. ALL PLUMBING SUPPLY PIPING TO BE A MIN. OF 1/2" COPPER MAINS. Q v EQUAL, WITH A MINIMUM FIBER STRESS OF 90C PSI, E=1,600,000, G = 0.49. REFERENCED CODE PRINTING: Q O = 3. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD FOR STUD WALLS OR FACE cC w v 1D 3. THE CONTRACTOR SMALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH 4. ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN. 4" IN DIA. AND TO • 2020 RESIDENTIAL CODE w rn THE EXISTING CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION. ALL OF MASONRY FOR MASONRY WALLS, UNLESS OTHERWISE NOTED. 3. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST CONDITIONS AS BE CONNECTED TO AN APPROVED SANITARY SYSTEM. Z = z z EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED. ANY PER NYS RBC TO BE ACQ LUMBER, FASTENERS FOR ACQ LUMBER TO BE HOT DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 4. DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB(S), HEAVY APPLIANCES, DIPPED OR STAINLESS STEEL ONLY. • ICC ANSI A117.1 2009 Q u O E COMMENCING WITH THE WORK. 5. ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE. - o PRIOR TO COMMENCING -- PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOOR, CEILING, AND 2E 0- . Lu ROOF, UNLESS OTHERWISE NOTED. 4. FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER NYS RBC AND • ASHRAE 90.1 - 2013 (JULY 2014 PRINTING D � (D `-' / 6. IF A HOT WATER HEATER IS REQUIRED, MINIMUM SIZED TO BE 40 GALLONS ) Q ULL 4. CONTRACTOR SHALL.VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB AND OR MANUFACTURER AS APPLICABLE, INCLUDING ALL BLOCKING, SHEATHING, RIM _ a; p MINIMUM, OR A TANKLESS WATER HEATER INSTALLED AS PER NYS CODE. z c~n v THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE 5. PROVIDE METAL SUPPORT HANGERS AT ALL FLUSH FRAMED FLOOR AND CEILING BOARDS, BRACING, ETC. • ASCE 7 - 2010 DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. PROVIDED JOISTS, ROOF RAFTERS, HEADERS AND BEAMS. L = Z DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS 5. ALL WOOD DECKING TO BE NAILED AND GLUED. 7. HEATING SYSTEM TO BE OIL OR GAS FIRED SIZED AND INSTALLED AS PER NYS • ASCE 24 -2014 OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0" IN ANY 6. PROVIDE CONTINUOUS METAL TERMITE SHIELDS AND ACQ TREATED WOOD RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. U MEASUREMENT. PLATES ALONG PERIMETER WALLS, CONTRACTOR TO ENSURE MINIMUM OF 6" 6. ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO BE AS g, SIZES AND TYPES OF APPARATUS, EQUIPMENT, AND SYSTEM CONTROLS SHALL • A17.1 - 2013 3 BETWEEN GRADE AND WOOD SILL. MANUFACTURED BY TRUS JOIST MacMILLAN. ALL MEMBERS TO BE INSTALLED IN COMPLY WITH THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. • ACCA 8TH MANUAL J & S - J - 2014 ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR 7. MINIMUM (2) 2 X12 HEADERS OVER ALL OPENINGS, UNLESS OTHERWISE NOTED. S - 2011 0 ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE OCCUPANCY 7. NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE CERTIFICATE. 8. ALL STUD, JOIST AND RAFTER FRAMING SHALL BE PROVIDED WITH BLOCKING AS ACCEPTED UNLESS ALTERNATE SPECIFICATIONS ARE PRESENTED AND D - 2014 PER THE NYS RESIDENTIAL BUILDING CODE. ALL STUD BEARING WALLS TO HAVE ACCEPTED BY THE ARCHITECTS PRIOR TO STARTOF CONSTRUCTION. 6. THE WORK SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO STUD BRIDGING AT MID-HEIGHT. ARCHITECTS WILL NOT APPROVE ANY CHANGES FOR BUILDING DEPARTMENT COMPLETE CONSTRUCTION AS SHOWN ON THE DRAWINGS. ALL CONTRACTORS SIGN-OFFS IF INCORRECT JOISTS ARE INSTALLED. AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROPER PERFORMANCE 9. ALL FIRESTOPPING AND BLOCKING TO BE INSTALLED AS PER NYS RESIDENTIAL GENERAL STRUCTURAL NOTES OF THEIR WORK, COORDINATION WITH OTHER TRADES, METHODS, SAFETY AND BUILDING CODE. 8. USE ONLY MANUFACTURER'S RIM BOARDS AT ENDS OF SPANS OF ENGINEERED SECURITY ON THE JOB SITE. THE ARCHITECT AND HIS AGENTS ARE NOT JOISTS -SOLID SAWN DIMENSIONAL LUMBER IS NOT ACCEPTABLE. RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND 10. USE WATERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORS AND INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLAIMS, LOSSES, SUITS OR WINDOWS. 9. CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE IN 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND IMMEDIATELY LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FAILURE TO NOTIFY ARCHITECTS OF ANY DISCREPANCIES FROM THE DRAWINGS. HE SHALL U 11. FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, FOLLOW MANUF SPECS WILL RESULT IN THE UNSATISFACTORY MEMBERS BEING TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME. LU W 7. ALL WORK IS TO CONFORM WITH THE ENVIRONMENTAL CONSERVATION CODE OF SKYLIGHTS, CHIMNEYS, ROOF VENTILATORS, HIPS, RIDGES, VALLEYS, CHANGES REPLACED AT THE GENERAL CONTRACTOR'S EXPENSE. U - n NEW YORK STATE. GLASS AREAS USED ANYWHERE IN THE WORK SHALL BE OF ROOF SLOPE, AND GABLE ENDS. 2. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, O DOUBLE GLAZED LOW E HIGH PERFORMANCE GLAZING WITH A MIN "U" VALUE 10. CONTRACTOR TO OBTAIN SHOP DRAWINGS OF ALL ENGINEERED FRAMING FRO ELECTRICAL, PLUMBING, ETC. REQUIREMENTS. DISCREPANCIES AND/OR �. OF .35. ALL EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH A MIN "U" 12. ALL GYP. BD. WALLS AND CEILINGS TO BE TAPED, SPACKLED, 3 COATS, AND TRUS JOIST MacMILLAN PRIOR TO START OF JOIST INSTALLATION. REFER TO INTERFERENCES SHALL BE REPORTED TO THE ARCHITECTS IMMEDIATELY UPON W wzt VALUE OF .40. SANDED READY FOR PAINT. MANUFACTURERS DOCUMENTATION FOR SPECIFIC FRAMING DETAILS NOT DISCOVERY. Q z Q al INDICATED ON THESE DRAWINGS. ALL WEB PENETRATIONS AS PER Q r-i 8. CONTRACTOR SHALL. BE RESPONSIBLE FOR ADEQUATELY BRACING AND 13. WATERPROOF GYP. BD. TO BE PROVIDED AROUND TUB AND ON WET WALL IN ALL MANUFACTURERS DETAILS. INSTALL ALL BLOCKING, STIFFENERS, ETC. AS PER 3. ALL WORK SHALL BE GOVERNED BY THE LOCAL BUILDING CODE (LATEST V) O O r-I PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, BATHROOMS. MANUFACTURERS DETAILS AND SHOP DRAWINGS. EDITION), AND ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE Lu Q >_ COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, ADHERED TO AS IF CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL ENERGY CODE COMPLIANCE oc z STANDARDS AND GOOD PRACTICE. 14. BATHROOMS WITHOUT NATURAL VENTILATION TO HAVE AN ELECTRIC EXHAUST 11. AS PER NEW YORK STATE BUILDING CODE, MANUFACTURER'S SPECIFICATIONS NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE = LLJ FAN (50 CFM MINIMUM) CONNECTED TO LIGHT SWITCH AND DUCTED TO THE FOR ALL ENGINEERED LUMBER MUST BE ON-SITE FOR REVIEW BY BUILDING DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN 1. ENERGY CODE NOTES AND SPECIFICATIONS ARE BASED ON LU O -1 9. CONTRACTOR SHALL. DISCONNECT, CAP AND REROUTE ANY EXISTING WATER, EXTERIOR. INSPECTOR DURING COURSE OF CONSTRUCTION. THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY THE MOST CURRENT INTERNATIONAL RESIDENTIAL BUILDING m 0 DC SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS AND SHALL USE REQUIRED BY CODE. CODE CHAPTER 11 ENERGY EFFICIENCY AND THE LATEST NEW Q L�0 Z o HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND 15. ALL WINDOW DESIGNATIONS ARE FOR ANDERSON HIGH PERFORMANCE 400 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. U DC Q z SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL SERIES GLAZING. 4. PERFORM THE WORK OF ALL TRADES IN A COMPLETE, THOROUGH AND REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER WORKMAN LIKE MANNER IN CONFORMANCE WITH THE ACCEPTED PRACTICES U C) W INSPECTION OF HIS WORK.. 16. GC TO INSTALL HARD WIRED SMOKE DETECTORS AND OTHER LIFE SAFETY AND ALL REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. 2. ALL PROJECTS IN NYS COUNTIES LIE IN CLIMATE ZONE 4A. L1) W EQUIPMENTTO MEETALL APPLICABLE CODES. I I < N � CONCRETE NOTES 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 3. INTERIOR DESIGN TEMPERATURES FOR LOAD CALCULATIONS VD 10. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL 17. GC TO INSTALL ALUM GUTTERS AND LEADERS IN LOCATIONS AS REQUIRED TO AND PROTECTION OF ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, SHALL BE 720 FOR HEATING AND 750 FOR COOLING LU pC FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, PROOF OF WHICH COLLECT ALL RAIN WATER RUNOFF - COLOR AS PER OWNER. 1. ALL CONCRETE SHALL BE 1-2-4 MIX, Fc = 4000 PSI. BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT IN ACCORDANCE WITH = Lu BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF GOOD PRACTICE AND ALL GOVERNING CODES. ALL SHORING AND BRACING 4. UNLESS SUPERCEDED BY CALCULATIONS BASED ON ENERGY SUCH MATERIALS AND PRODUCTS. SHALL REMAIN IN PLACE UNTIL NEW STRUCTURAL MEMBERS HAVE BEEN DEMOLITION NOTES 2. WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE PROPERLY PERFORMANCE SOFTWARE, ALL INSULATION VALUES FOR � 11. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING COMPACTED IN LAYERS. INSTALLED AND LOADED. COMPONENTS SHALL CONFORM TO VALUES INDICATED FOR COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RELOCATE ANY 3. INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND 6. ARCHITECT OF RECORD SHALL NOT BE RESPONSIBLE FOR THE WORK RELATING CLIMATE ZONE 4 IN TABLE N1102.1.2 ON SHEET T-4.PARTITIONS„ TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS,WIRING, PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN 1. DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE INSULATION VALUE OF 5. IN LIEU OF THE PRESCRIPTIVE COMPONENT METHOD, WALLS OR CEILINGS BEING REVISED, TO PROVIDE A COMPLETE JOB IN ALL AND STATE REGULATIONS, INCLUDING ALL PERMITS AND UTILITY CUT-OFFS. R-5 FOR BUILDING CONSTRUCTIONRESPECTS. . TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK. APPROVED PERFORMANCE ANALYSIS SOFTWARE WILL BE 2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS 4. STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE ACCEPTABLE TO PROVE BUILDING ENERGY EFFICIENCY 12. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS COMPLIANCE. COMPLIANCE SOFTWARE TOOLS SHALL AND EXISTING AREAS, INSTALL AND REIVOVE (AFTER COMPLETION) ALL OF THE BUILDING CODE OF NEW YORK STATE AND ANSI/NFPA 241-1975, BUILDING 60 DEFORMED. RELATING TO THE JOB CONSTRUCTION AND ASSUME PROTECTION RELATED GENERATE A REPORT THAT DOCUMENTS THAT THE PROPOSED TEMPORAFY SUPPORTS, 5. MINIMUM LAP OF #4 REINFORCING BARS SHALL BE 20" AND FOR#5 HEADERS AND DUST SCREENS TO ADEQUATELY CONSTRUCTION AND DEMOLITION OPERATIONS. TO ADJACENT OCCUPANCIES. DESIGN COMPLIES WITH THIS SECTION, AND SHALL BE ' SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY 3. PROVIDE ALL TEMPORARY BARRICADES, RAILINGS, LIGHTING, ETC. REQUIRED REINFORCING BARS 26". SUBMITTED WITH THE APPLICATIONS FOR THE BUILDING PERMIT. KIND, INCLUDING DUST. TO PROTECT THE WORKMEN, OWNER'S PERSONNEL AND OTHERS FROM INJURY (INCLUDED ON THIS SHEET IF APPLICABLE). pip DUE TO TH,E DEMOLITION WORK. PROVIDE FREE AND SAFE PASSAGE OF CIS!13. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS, PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. 6. AS PER N1102.2, WHERE R-49 INSULATION IS REQUIRED IN Lu oN AND PENETRATIONS, TO FORM A WATER TIGHT ASSEMBLY. ALL FLASHING TO BE > _ ATTIC CEILING SPACES, INSTALLING R-38 OVER 100% OF THE u 16 OUNCE AND EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. 4. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO 0 ¢ Q 14. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE WEATHER (RAIN WIND STORMS FROST OR HEAT) SO AS TO MAINTAIN ALL WORK SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER a. z RESIDENTIAL CODE OF NYS AND THE APPROVED ELECTRICAL INSPECTOR. MATERIALS, EQUIPMENT AND FIXTURES FREE FROM DAMAGES, REPAIR ANY ELECTRICAL NOTES FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS n- _Q O THE FINAL UL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE OWNER DAMAGE TO PROPERTY OF THE OWNER WHICH IS TO REMAIN IN USE, OR THAT OF CONTROLLED INSPECTION OVER THE WALL TOP PLATE AT EAVES. W ANY PERSON, OR PERSONS ON OR OFF THE SITE, CAUSED BY THE DEMOLITION 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 06 w _I PRIOR TO FINAL PAYMENT. (D C� WORK WITHOUT ADDITIONAL EXPENSE TO THE OWNER. REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL 0 z m z OTHER STATE AND LOCAL CODES AND REQUIREMENTS. REQUIREMENTS 7. AS PER N1102..22 WHERE INSULATION VALUES ABOVE R-30 W =, O �- 15. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS ARE REQUIRED N CEILINGS WITHOUT ATTIC SPACES AND THE = Z U 5. CONTRACTOR SHALL ADEQUATELY BRACE AND SHORE ALL EXISTING I-- AND EXCESS MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE U �v 'S zQ W LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. STRUCTURAL ELEMENTS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. 2. THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN 1. AS PART OF THE CONTRACT FOR CONSTRUCTION THE GC FOR THE PROJECT REQUIRED INSULATION, THE MINIMUM REQUIRED INSULATION W >- Q :5 W CO BRACING TO REMAIN IN PLACE UNTIL FINAL STRUCTURAL ELEMENTS ARE UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK. MUST RETAIN A THIRD PARTY ENGINEERING CONSULTANT SPECIAL INSPECTOR) = Q p = Op Ca INSTALLED IN THEIR ENTIRETY. ( FOR SUCH ROOF/CEILING ASSEMBLIES SHALL BE R-30. THIS IS U O p Q � z M 16. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF TO CONDUCT CONTROLLED INSPECTIONS OF ALL STRUCTURAL COMPONENTS o 3. ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND LIMITED TO 500 SQUARE FEET OR 20/o MAX OF THE TOTAL LIENS,SIGNED BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION INDICATED ON THE PLANS, INCLUDING BUT NOT LIMITED TO PILE INSTALLATION,6. PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRES. INSTALLED PER CODE. CONCRETE FORMWORK PLACEMENT, REBAR PLACEMENT, REBAR COVER, INSULATE CEILING AREA, WHICHEVER IS LESS. TO THE GENERAL CONTRACTOR. REMOVE ALL ACCUMULATED DEBRIS PROMPTLY. DISPOSAL BY BURNING WILL SPECIFIED CONCRETE STRENGTH, CONCRETE POURING DISTRIBUTION,17. PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S WORKMAN-LIKE MANNER. GARAGE, BE PERMITTED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL, 4. G.F.I. CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS, KITCHEN, CONCRETE ULTIMATE STRENGTH, AND AS REQUIRED BY CODE. , MASONRY, ALL FRAMING INCLUDING JOISTS, 8. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND RESPONSIBILITY. THE ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF BEAMS AND GIRDERS, BOLTING AND ALL STEEL CONNECTIONS (BOLTED AND VERIFIED AS HAVING AS AIR LEAKAGE RATE NOT EXCEEDING GOVERNMENT AGENCIES. WELDED). ALL INSPECTION REPORTS TO BE SUBMITTED TO THE ARCHITECTS AS THREE AIR CHANGES PER HOUR IN CLIMATE ZONE 4. TESTING TO m 7. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, 5. ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE WORK PROGRESSES. COMPLY WITH THE REQUIREMENTS OF THIS SECTION. Q FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM THE IMPOSED ELECTRIC LOAD AT PEAK DEMAND. v 18. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN Z _ - - w CONSTRUCTION DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE 2. CONTROLLED INSPECTIONS ARE REQUIRED REGARDLESS OF INSPECTIONS I j -", I= WITH SAME. Q ; ARCHITECTS PRIOR TO START OF WORK. ANY CHANGES MADE BY THE CONDUCTED BY MUNICIPALITIES, AND REGARDLESS OF WHETHER OR NOT WORK . , " CONTRACTOR (STRUCTURAL MEMBERS,WINDOW CHANGES, ETC) RESULTING PASSES INSPECTION BY THE BUILDING INSPECTOR OF THE LOCAL MUNICIPALITY Q .f 8. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN IIN�CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT HAVING JURISDICTION. SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF THESE LINES. Q = �(7 INSPECTION WILL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK IN A MANNER NON-COMPLIANT WORK TO MEET THE REQUIRED SPECIFICATIONS AT HVAC NOTES 3. A FINAL PILE LOG MUST BE SUBMITTED TO THE ARCHITECTS AT THE COMPLETION [] APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES l i,, CONTRACTOR'S COST. ARCHITECTS WILL NOT BE RESPONSIBLE FOR OF INSTALLATION, CERTIFIED BY A NY STATE LICENSED ENGINEER PRESENT ON �.'.' 'i Z HAVING JURISDICTION. Z ` :_;_�/, . ,!, L CONTRACTOR DEVIATIONS FROM THE APPROVED PLANS. SITE DURING INSTALLATION TO CERTIFY THAT ALL PILES ARE INSTALLED AS PER m_ 9. ALL EXISTING DUCTWORK, ELECTRICAL EQUIPMENT, ETC. IN AREAS TO BE 1. ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS PLANS TO THE ULTIMATE BEARING CAPACITY OF 200% (DESIGN LOADS INDICATED 19. UNLESS SUPERSEDED BY A SEPARATE CONSTRUCTION ADMINISTRATION DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED ACCORDING OF THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES, AND ON FOUNDATION PLAN X A SAFETY FACTOR OF 2). N AGREEMENT BETWEEN THE OWNER AND THE ARCHITECT, THE INFORMATION TO FIELD CONDITIONS. AND ALL STANDARDS REFERENCED THEREIN. SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL 4. CONFIRMATION SHALL BE PROVIDED BY THE GC TO THE ARCHITECTS Q SERVICES RENDERED TO THE CLIENT. THE ARCHITECT HAS NO FURTHER 10. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC CERTIFYING THAT THE CONCRETE INSTALLED IS 4,000 PSI STRENGTH AS C7 CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF IS BEING PERFORMED AND AREAS WHICH ARE FINISHED OR IN USE. SYSTEM AND ALL DUCTWORK, BASED ON THE CODES ABOVE. INDICATED IN THE DRAWINGS, EVIDENCED BY 7 AND 28 DAY BREAK REPORTS. CONSTRUCTION DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALL APPLICABLE CODES. IN ALL CASES, THE ARCHITECT 11. LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF EACH WORK DAY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXISTING 5. A FINAL LETTER OF CERTIFICATION SHALL BE PROVIDED TO THE ARCHITECTS DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR HVAC SYSTEM, IF APPLICABLE, AND DETERMINING IF THE EXISTING SYSTEM BY THE G.C. UPON COMPLETION OF WORK CERTIFYING THAT ALL WORK HAS BEEN WITH DIMENSIONS, SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS. WALL. IS SUFFICIENT TO HANDLE ANY ADDITIONAL HEATING/COOLING LOADS, AND DONE IN ACCORDANCE WITH THE APPROVED PERMIT PLANS FOR SUBMISSION DRAWING NUMBER: SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. TO THE BUILDING DEPARTMENT AND FOR THE ARCHITECTS RECORDS. 12. WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR WALL, REMOVE THE EXTERIOR FINISH AND SHEATHING DOWN TO EXISTING 4. CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS 6. GABY TCHILINGUIRIAN, AS ARCHITECT OF RECORD, HAS NO RESPONSIBILITY FOR STUDS, IN PREPARATION FOR NEW GYPSUM BOARD AND INTERIOR FINISH. WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION AND INSTALLATION. CONSTRUCTION SUPERVISION, MANAGEMENT OR INSPECTIONS OF ANY KIND. Al A U 0 mi I" lima, 20 NEW YOINK T E EA E _ 0 1 D 1�4 T 1 ),Lk L EFFECTIVE AS OF MAY 12TH 2020 U o R30'1.1 -APPLICATION: R317.1 - PROTECTION AGAINST DECAY: R502.6 - BEARING: R802.3.1 - CEILING JOIST AND RAFTER CONNECTIONS: � O, BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE CONSTRUCTED TO AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1 1/2" CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE c- °1 E SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, AND GRADE OF LUMBER, PRESSURE PRESERVATIVE-TREATED IN ACCORDANCE WITH BEARING ON WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY OR CONCRETE WITH TABLE R802.5.1(9), AND THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE i @j FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY AWPA U1. THESE AREAS INCLUDE WOOD JOISTS WITHIN 18" AND WOOD GIRDERS EXCEPT WHERE SUPPORTED ON A 1"X 4" RIBBON STRIP AND NAILED TO THE IN ACCORDANCE WITH TABLE R602.3(1). CEILING JOISTS SHALL BE CONTINUOUS OR Q p z LD THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITHIN 12 OF EXPOSED GROUND IN CRAWLSPACES, WOOD MEMBERS THAT REST ON ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. THE BEARING ON SECURELY JOINED IN ACCORDANCE WITH TABLE R802.5.1(9) WHERE THEY MEET OVER Q Q WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS LESS THAN 8" FROM MASONRY OR CONCRETE SHALL BE DIRECT, OR A SILL PLATE OF 2" MIN NOMINAL INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A V o COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS OF THE TRANSFER OF EXPOSED GROUND, SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLABS, THE THICKNESS SHALL BE PROVIDED UNDER THE JOIST, BEAM OR GIRDER. CONTINUOUS TIE ACROSS THE BUILDING WHERE SUCH HOISTS ARE PARALLEL TO THE J Q L J W cn m LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS, RAFTERS. z w m z THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING R502.6.1 - FLOOR SYSTEMS: �( v z E THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND AND WOOD JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP NOT WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL w FRAMING/FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY LESS THAN 3" AND SHALL BE NAILED TOGETHER WITH A MIN OF THREE 10d FACE PLATE, JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER R301.2.1.2 - PROTECTION OF OPENINGS: OR CONCRETE WALLS UNLESS AN APPROVED VAPOR RETARDER IS APPLIED TO THE NAILS, TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE (� °�° Q U- EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL WALL PRIOR TO INSTALLATION. _ o CEILING JOIST ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. z LE `� BE PROTECTED FROM WINDBORNE DEBRIS AS PER ASTM E 1996 AND ASTM E 1886 AS R502.7.1 - BRIDGING: RAFTER TIES SHALL NOT BE LESS THAN 2" X 4", INSTALLED IN ACCORDANCE WITH THE J MODIFIED BY 301.2.1.2.1. EXCEPTION: UPON COMPLETION, CONTRACTOR SHALL R318.1 - SUBTERRANEAN TERMITE CONTROL: JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x12 SHALL BE SUPPORTED LATERALLY CONNECTION REQUIREMENTS IN TABLE 5802.5.1(9), OR CONNECTIONS OF = co >_ PROVIDE 1/2" PLYWOOD PANELS (8'-0" MAXIMUM SPAN) SIZED TO FIT OVER EACH ALL SILLS AT FOUNDATIONS TO BE PRESSURE PRESERVATIVE-TREATED WOOD IN BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONT 1"x3" STRIP EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILING JOISTS OR RAFTERS U 3 GLAZED OPENING. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING ACCORDANCE WITH AWPA STANDARDS AND R317.1. PROVIDE METAL PLASTIC NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED 3 SURROUNDING THE OPENING CONTAINING THE GLAZED OPENING. PANELS SHALL BE TERMITE SHIELDS AT ENTIRE PERIMETER OF SILL. 8' OC. BY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PREDRILLED A;> REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PRACTICE. WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT HARDWARE AND R401.4.1 - GEOTECHNICAL EVALUATION: R502.8.1 - SAWN LUMBER - CUTTING, NOTCHING AND DRILLING: (CD D PERMANENTLY INSTALLED ANCHORS ON THE BUILDING SHALL BE UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SUBSTANTIATED WITH A NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED COLLAR TIES OR RIDGE STRAPS TO RESIST UPLIFT SHALL BE CONNECTED IN THE CORROSION-RESISTANT. STRUCTURAL SOIL TEST, ALL FOOTINGS SHALL BEAR ON SOLID, UNDISTURBED SOIL ONE-SIXTH THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD UPPER THIRD OF THE ATTIC SPACE IN ACCORDANCE WITH TABLE R602.3.1. COLLAR WITH A MINIMUM BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE TIES SHALL NOT BE LESS THAN 1 X 4S, SPACED NOT MORE THAN 4 FEET ON CENTER. R301.2.2 - SEISMIC PROVISIONS: ONE-THIRED OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT PROJECT LIES IN SEISMIC ZONE B OR C, AND AS A ONE OR TWO FAMILY RESIDENCE IS R403.1.6 - FOUNDATION ANCHORAGE: EXCEED ONE-FORTH THE DEPTH OF THE MEMBER. THE TENSION SIDE MEMBERS 4 R802.7.1.2 - RAFTER NOTCH / CEILING JOIST TAPER CUT: EXEMPT FROM SEISMIC REQUIREMENTS OF THIS CODE. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT TAPER CUTS AT THE ENDS OF CEILING JOISTS SHALL NOT EXCEED ONE-FORTH THE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS THE ENDS OF THE MEMBERS. THE DIAMETER OF HOLES BORED OR CUT INTO DEPTH OF THE MEMBER WHEN MEASURED FROM THE INSIDE FACE OF THE EXTERIOR R302.9 - FLAME AND SMOKE INDEX FOR WALL AND CEILING FINISHES: AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH A MEMBERS SHALL NOT EXCEED ONE-THRIED THE DEPTH OF THE MEMBER. HOLES STUD WALL. WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER MINIMUM OF 1/2" DIAMETER ANCHOR BOLTS SPACE AT 6 FEET MAX ON CENTER. SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER, OR THAN 200 AND SMOKE SPREAD INDEX OF NOT GREATER THAN 450. BOLTS SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR GROUTED CELLS TO ANY OTHER HOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS ALSO R802.8.1 - BRIDGING: OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. RAFTERS AND CEILING JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x10 SHALL BE W U R302.10.1 - INSULATION INSULATION: THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL) LJJ MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE R502.8.2 - ENGINEERED WOOD - CUTTING, NOTCHING AND DRILLING: OR A CONTINUOUS 1"X3" WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING U --n PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER, JOISTS AT INTERVALS NOT EXCEEDING 8' OC. z 0 ROOF-CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL STRUCTURAL GLUE-LAMINATED MEMBERS, CORSS-LAMINATED TIMBER MEMBERS OR W d' HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SOLE PLATES ON MONOLITHIC SLAB FOUNDATIONS THAT ARE NOT PART OF A BRACED I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S R806.1 - ROOF VENTILATION REQUIRED: SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. RECO10MENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE 0 Z Q � ASTM E84 OR UL 723. SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS v� O0 � R404.1.7 - BACKFILL PLACEMENT: DESIGN PROFESSIONAL. VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED � R301.12 - DRAFTSTOPPING BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE WALL HAS AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A W = >- IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BEEN BRACED BY THE INSTALLATION OF THE FLOOR SYSTEM, AND THE CONCRETE R502.9 - FASTENING LEAST DIMENSION OF 1/16" AND 1/4" MAXIMUM. OPENINGS IN ROOF FRAMING < or- z BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL HAS DEVELOPED SUFFICIENT STRENGTH. UNLESS OTHERWISE NOTED, FRAMING SHALL BE NAILED IN ACCORDANCE WITH MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7.REQUIRED W O -Lu J BE INSTALLED :)0 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED TABLE R603.3(1). WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 0 � p[ 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO UR406.1 - CONCRETE AND MASONRY FOUNDATION DAMPPROOFING: SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE m z 0 APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR EXCEPT AS SPECIFIED IN R406.2, FOUNDATION WALLS THAT RETAIN EARTH AND AGAINST UPLIFT AND LATERAL DISPLACEMENT. R806.2 - MINIMUM VENT AREA: Q W MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE ENCLOSE USABLE SPACES AND FLOORS LOCATED BELOW GRADE SHALL BE THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE CL < PROVIDED IN FLOOR- = CEILING ASSEMBLIES UNDER THE FOLLOWING DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. R507.7.1 - DECK POST TO DECK BEAM: VENTED SPACE. U C) W CIRCUMSTANCES: (1) CEILING IS SUSPENDED UNDER THE FLOOR FRAMING, (2) FLOOR MASONRY WALLS SHALL HAVE 3/8" MINIMUM PORTLAND CEMENT PARGING APPLIED DECK BEAMS SHALL BE ATTACHED TO DECK POSTS BY MANUFACTURED GALVANIZED L11 W FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. TO THE EXTERIOR OF THE WALL. PARGING SHALL BE DAMPPROOFED WITH A POST-TO BEAM CONNECTORS SIZED FOR THE POST AND BEAM SIZES. ALL BOLTS R905.1.1 - ROOF UNDERLAYMENT: (V or BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT SHALL HAVE WASHERS UNDER THE HEAD AND NUT. UNDERLAYMENT FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM D226 TYPE 1, 0- C9 Lu R308.4 - GLAZING IN HAZARDOUS LOCATIONS: OR 1/8" COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTM C 887. ASTM D4869 TYPE 1, 11, 111 OR IV, OR ASTM D6757. uj GLAZING IN THE: FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN R507.8 - DECK POST HEIGHTS" = Lu SWINGING AND SLIDING DOORS AND FIXED SIDELIGHTS, TUB AND SHOWER R406.2 - CONCRETE AND MASONRY FOUNDATION WATERPROOFING: THE MAXIMUM HEIGHT FOR A 4x4 DECK POST SHALL BE 8 FEET. THE MAXIMUM FOR ROOF SLOPES 2 ON 12 TO 4 ON 12, UNDERLAYMENT SHALL BE TWO LAYERS OF ENCLOSURES, ADJACENT TO DOORS WITHIN 24", AND WINDOWS WITH AREAS OF IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS HEIGHT FOR A 6X6 DECK POST SHALL BE 14 FEET, MEASURED FROM THE BASE TO THE 15# FELT IN 36" STRIPS WITH A MINIMUM OVERLAP OF 19". FOR ROOF SLOPES 4 ON 12 GLASS GREATER THAN 9 SQUARE FEET, HAVING THE BOTTOM EDGE OF GLAZING LESS EXIST, EXTERIOR FOUNDATION WALLS THAT ENCLOSE USABLE SPACES AND FLOORS UNDERSIDE OF THE BEAM. AND TREATED, UNDERLAYMENT SHALL BE ONE LAYER OF 15# FELT APPLIED IN L.L' THAN 18" ABOVE: THE FLOOR, THE TOP EDGE OF GLAZING MORE THAN 36" ABOVE THE LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING SHINGLE FASHION, PARALLEL TO THE EAVE AND LAPPED 2". END LAPS SHALL BE 4" FLOOR AND A WALKING SURFACE WITHIN 36" HORIZONTALLY FROM THE GLAZING. FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL R507.8.1 - DECK POST TO DECK FOOTING: AND AND SHALL BE OFFSET BY 6 FEET. CONSIST OF 2-PLY HOT MOPPED FELTS, 55 POUND ROLL ROOFING, 6-MIL POLYVINYL POSTS SHALL BEAR ON FOOTINGS AND SHALL BE RESTRAINED TO PREVENT LATERAL R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS: CHLORIDE, 6-MIL POLYETHYLENE, 40-MIL POLYMER-MODIFIED ASPHALT, 60-MIL DISPLACEMENT AT THE BOTTOM SUPPORT. LATERAL RESTRAINT SHALL BE PROVIDED ASPHALT SHINGLES ARE NOT PERMITTED FOR ROOF SLOPES LESS THAN 2 ON 12. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST FLEXIBLE POLYMER ASPHALT, 1/8" CEMENT-BASED FIBER-REINF WATERPROOF BY MANUFACTURED GALVANIZED CONNECTORS INSTALLED IN ACCORDANCE WITH ONE OPENABLE: EMERGENCY ESCAPE AND RESCUE OPENING MEETING THE COATING, OR 60-MIL SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS 5507 AND THE MANUFACTURER'S INSTRUCTIONS. R905.1.2 - ICE BARRIERS: FOLLOWING REQUIREMENTS: IN MEMBRANE WATERPROOFING SHALL LAPPED AND SEALED WITH AN ADHESIVE PROVIDE AN ICE BARRIER CONSISTING OF A SELF-ADHERING POLYMER MODIFIED COMPATIBLE WITH THE MEMBRANE. R602.3.1 - STUD SIZE AND SPACING: BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR 1. SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16" OC. ALL STUDS WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 2. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. (GRADE FLOOR CLEAR R407.1-2 - COLUMN PROTECTION: SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16" OC. ON 12, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED �- OPENING 5.0 SQUARE FEET) WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. m N 3. MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. PRESSURE TREATED. STEEL COLUMNS' SURFACES SHALL BE PAINTED WITH A SHOP R602.3.2 - TOP PLATE: p o 4. MINIMUM OPENING WIDTH SHALL BE 20 INCHES. COAT OF RUST-INHIBITIVE PAINT, OR GALVANIZED. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO R905.2.5 - ROOF FASTENERS: W `V 5. EMERGENCY' ESCAPE AND RESCUE OPENINGS SHALL BE PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS > u OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. R407.3 - COLUMN STRUCTURAL REQUIREMENTS: PARTITIONS. END JOINTS SHALL BE OFFSET AT LEAST 24". PLATES SHALL HAVE A MIN STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN 12 GAGE HEAD, COMPLYING WITH < 6. AREA OF WINDOW WELLS SHALL NOT BE LESS THAN 9 SF WITH A MINIMUM COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE NOMINAL THICKNESS OF 2 AND HAVE A WIDTH EQUAL TO THE STUD WIDTH. ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND �- z DIMENSION OF 3 FEET. BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS THAT 4"X 4", STANDARD PIPE OR NOT LESS THAN 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS Q O AND STEEL COLUMNS SHALL NOT BE LESS THAN 3" 0 EQUAL. R602.6- DRILLING AND NOTCHING OF STUDS: LESS THAN 3/4" THICK, THE FASTENERS SHALL PENETRATE THROUGH THE Q Z) 0 W R311.7.1 - STAIRWAY WIDTH: ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH SHEATHING. p z >- z J STAIRWAYS SHALL NOT BE LESS THAN 36" CLEAR AT ALL POINTS ABOVE THE R408.1 - CRAWLSPACE VENTILATION: GREATER THAN 25% OF IT'S WIDTH. (NONBEARING STUDS 40% WIDTH MAX). ANY STUD m HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE MAYBE BE BORED OR DRILLED PROVIDING THE DIAMETER IS NO GREATER THAN 60% R905.2.6 - ROOF ATTACHMENT: = z O E-- EITHER SIDE OF THE STAIRWAY. EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL OF STUD WIDTH, AND THE EDGE IS NO CLOSER THAN 5/8" TO THE EDGE OF THE STUD, ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY U 0 3: z W HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. AND IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR = m w _ � R311.7.5 - STAIRWAY TREADS AND RISERS: THE MIN NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED BETWEEN 40% AND 60% SHALL TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF EXCEEDS A SLOPE OF () < p Q U) Oz MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD DEPTH FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH BE DOUBLED WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. 21 ON 12, SHINGLES SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER. SHALL BE 9 INCHES. VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. R602.6.1 - DRILLING AND NOTCHING OF TOP PLATE: R1003.9 - CHIMNEY TERMINATION: R311.7.8 - STAIR; HANDRAILS: R408.4 - CRAWLSPACE ACCESS: WHEN CUTTING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24". OPENINGS IS RECUIRED PROVIDE A GALVANIZED METAL TIE OF NOT LESS THAN 0.054" THICK X 1 BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST TWO OR MORE RISERS. HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES THROUGH A PERIMETER WALL SHALL BE A MIN OF 16"X 24". WHEN ANY PORTION OF 1/2" WIDE FASTENED ACROSS AND TO THE TOP PLATE AT EACH SIDE OF THE OPENING POINT WHERE THE CHIMNEY PASSES THRU THE ROOF. ABOVE STAIR TREAD NOSINGS. THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREAWAY OF NOT LESS THAN 16" WITH (8) 10d NAILS EACH SIDE MIN. METAL TIE MUST EXTEND MIN OF 6" PAST EACH � X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE SIDE CF THE OPENING. Q R312.1 - GUARDS REQUIRED: THRESHOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL z w PORCHES, BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. R606.1 - GENERAL MASONRY CONSTRUCTION: ` °C INCHES ABOVE FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN HIGH. SUPPORT RAILS FOR GUARDS SHALL BE SPACED AT A MAXIMUM OF 4" APART. R502.1.1 - SAWN LUMBER: ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE AND WITH THE SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER PROVISIONS OF TMS 402/ACI 530/ASCE 5. R314 - SMOKE ALARMS: GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN HARD WIRED, INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEU OF A GRADE MARK, R606.2.1 - CONCRETE MASONRY UNITS: SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE A CERTIFICATE OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION CONCRETE MASONRY UNITES SHALL CONFORM TO THE FOLLOWING STANDARDS: Q VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL HABITABLE STORY OF THE AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. ASTM C55 FOR CONCRETE BRICK, ASTM C 73 FOR CALCIUM SILICATE FACE BRICK, _ Q DWELLING PER NFPA 72. ASTM C 90 FOR LOAD-BEARING CONCRETE MASONRY UNITS, ASTM C 744 FOR iw R502.1.2 - PREFABRICATED WOOD I-JOISTS: PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS, OR ASTM C 1634 FOR R315 - CARBON MONOXIDE ALARMS: STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD CONCRETE FACING BRICK. Q CARBON MONOXIDE ALARMS SHALL BE INSTALLED: I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D t7 5055. R802.3- FRAMING DETAILS: 1. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA RAFTERS SHALL BE FRAMED NOT MORE THAN 1 1/2" OFFSET FROM EACH OTHER TO A 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND R502.1.5 - STRUCTURAL COMPOSITE LUMBER: RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS EQUIPMENT, SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE A TIE. RIDGE BOARD SHALL BE NOT LESS THAN 1" NOMINAL THICKNESS AND NOT ATTACHED GARAGES ARE LOCATED. PROVIDE ADDITIONAL ALARMS AS REQUIRED TO ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT VALLEYS AND HIPS THERE DRAWING NUMBER: ENSURE ALL SLEEPING AREAS ARE WITHIN 15' OF A CO DETECTOR. ALL SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2" NOMINAL THICKNESS AND NOT ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS R502.2.2 - BLOCKING AND SUBFLOORING: LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS ACTIVATED, AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BE A MIN OF UTILITY SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE 2034. GRADE LUMBER. SUBFLOORING SHALL BE A MIN OF UTILITY GRADE LUMBER, NO 4 DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD. WHERE THE ROOF PITCH COMMON GRADE BOARDS OR WOOD STRUCTURAL PANELS AS SPECIFIED IN SECTION IS LESS THAN 3 ON 12, STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING R503.2. FIREBLOCKING SHALL BE OF ANY GRADE LUMBER. JOISTS (RIDGES, HIPS AND VALLEYS) SHALL BE DESIGNED AS BEAMS. A 10 TABLE R301.2.1 CLIMATIC AND GEOGRAPHIC 2020 RESIDENTIAL CODE — DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER ITE KI I3ESCRIPTION O BUILDING ELEMEI'{TS tlUMBER AND TYPE OF FASTENER4:b- SPACING AND Lf.CAtION .�""� ��eTxxr:xaFrcrrsrtFz�_ , `��•'""wa FLOOD AIR MEAN Floor - ,� € J.£ T *ii N#:.: y,l'• • : m, SNOW SPEED TOPOGR SPECIAL WIND WIND—BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FREEZING ANNUAL t ,�-;. U HAZARDS 3-16d box(3 3; x 0.1a, <.or I"- INDEX TEMP 24 2" .Fitx1'oa Fr to jaai�t rtr gird«r Blmd and face nail LOAD (MPH) EFFECTS REGION DEBRIS ZONE CRITERIA WEATHERING DEPTH TERMITE TEMP READ 2-16d cantfnar.{,�;�'�0.1s2"1 rLF':t}Ld?E Et^rsR33,i.;a,;,A#'Efl 3-1€d&1� x •~ EQUAL TO r n ("12"' 0.13F),or � too t„n� :-star a a.t 20 PSF OR GREATER NO YES NO B SEVERE 3—6 MOD—HVY 15 Deg. F YES NO 1500 52 Deg. F 25 2"planks(pienk&beam-•,I<oor rrt��i t t�,t each bearing.face na l C� o THAN 2-16d common(3 12"x 0.162*) � 00 `.„I fF#�rr1�C�t=r.;;£„Fka3xrr•sxsc xF�i'so.r."Er;=sa t�or-r'c,:a%l'YY£fF;£:S%sffir; �£aaf��rG�tYtN%r•t>-t'td'�k!•54.".:r.4.�i bP:' Ciy 130 MPH 3-16d common x 0,162') s TABLE R602. (i)FASTENING SCHEDULE �+ rnrI uE CS 93tC or Ct3 ?.at it5 d-t3 h x(3 A 3;2� ),or »n£ tal€ V r 4.3°x 0131'PFai€a:or @1 xaF[Ffh«x=''era riy zL NUMBER AND TYPEx � , it#:-Frazer,<4, M. ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATIO14 4 3" 11 ga. staples, 11 "Crr sn Q 0 z � 5S Ak i7':OA3i I, r �. %.::_ , C)l FASTEtiIIIa> <° +1 € ; s =°s,rz#e£s:a Roof n;F") tail each l a�rcr s in€Ivry>a:33"�F C. Q .�-i Zed caortfn:rr.,�"x 0.1.,_ or OWASLE nONa•,tcsp and tettom and>tag.¢rerl Q Q = +-° c w .`. :.: _-:..::.. ..... TABLE e7 L w'F.i fox(2#f�" 0.113" of f° {'"x ��" 4°o,t.face Tail at top and tFzttorn fY V s 10 d b x � 0.12, tar t d ��// Q U 1 Dlock ng:sat;y en Cei€ing;lists 4r rafL2rs to top plate* 3 Sd cornmon(21f�,>" 0,131";at Toe Wolf 2' €3uilt-up girde-s and Dams,24r.ch Iu.mW.r 3"x 0,131"nails staggera-.d on opposite si&s --E `-'fihz4a.Fr #aT are. '�F't?s.xy'K.ra•~.�2sv J W ra Ql F�.ri;:r.;+sr, fisFxa a�% c cs�F�tro x-uc;... :3.10d box(T x 0.12r3');or layers And z LU CDz r-4 rcasc.rs. -:r:r:#'�s:srFz�r:•a s +it=�a� 3-3"r 0 131"nai€� 2-20d corafnan(.�"x t3..19a"):Cr l=ac4s nail at ends and at each splicA Z � ALLOWABLE A 1� 3-lad box(3"x 0,128"y;or Q v 0 E STRUCTURAL ._ � #. �°^� fir- ,tea - ��„�€�X�2 t,->x g.1�2°: et ! � oIn DEFLECTION O ;3.8d Common t217,>"x 0.131');or 3-3"x 0.131'naiI5 2 Cei€ing foists to top plate Per joist.wo nail 4.18d box S's-"x 0.13a" — 2i tZ ~ #U 3-10d box{3"x 0.128"j.:of rt ("'� p;or U Rafters hating slopes greater than 3,121wt 1 _£. . 00 2 0 LL f 18 : .s 3"x 1).111"nails o � 3-16d comet. on td i` x 0.162'),or r-I Q U U_ £lrti� I l ceiling ICkattachedF,e l° €. 4 10d brtx 3R x r 28 Lodger strip supporting joists or taf rm At each joist of rafter.,face nail (D CU x8' . 3! r�a•W X.fs�.3 S:4,rrt,F ,�12rs° .4. �' �ht¢L��Fif fIF`t3rt 4XAFf: a`,ffFN : tokFo {,v '"' ,, F£rFg"'.PSF.>,not actacf%r„'d r,^,r';S2'trr3;el rafter<€ep.,ever {F e �' � 4-1,.d ttaX(.fit Is 1..V �. or vE�rDC!!F 6L2G:s:k S >;''.f r•I..']f3 ba:'�"::!'d partitions n Sections, ri W y f'- 1 }' Y- n � � -MC'A t>3s 'Interior walls n partitions FF 3 3 ... tt.0 .3.1: 902. .2 and .a.,€., con#£1' ,�';<x 0. 6 t r a,e rF�## ails J en I' .. :.., ... ...........�.....c fir- r. ��_���� 1•'��#1.t31"zYa IS joist `�'•.0;d "x IJ� as #tio.. Esc nd Wait } : � 4..3"x0.131"r F71`as 5 r, IFng 3rti t teach«d CF txra€ aft {tF«e€}feint) SPACING OF FASTENERS � r€c€f�irtaaiCF (3 0,128"� Floors L/3 = z 4 fsee Sections R80 .3.1 anal P8,12..:1 2 and Tattle <able R.802.!5.1(S1 Face nail DESCRIPTION IdUMI3E:I2 A.Ad13 Intermediate s�-facttT zrrv¢xtr�z R802,61 9<'' ITEM Edges U 'S i`wl ff akY4PY'F wr t�.�:,a,..,s x. iEIlin With brittle Wish including plaster .F 4F BUILDING ELEMENTS TYPE OF FASTENERA•b+t M sFapt�-rsrts�''� {, € �: . ,. 4-larl box(3"x'0.128");or (inctlesl _ � -~offer £�era ts�et,face teal at 1 sq x 20 g"�# ridge..tree to ,, (I$Tcltes} 3 and stucco) s -after �10d ccmrnon('3"x 0:1481.or Face nail each rafet £rFTTaya�Ca�'ra 3'Fi•Ti`ra76:f�akaA4lKa"', p,$�s#Ty.'skL>;:,i Z3A£;,S7F1`EfrFfhiRG'W}i Ceilings with i i !e Ini eA (including gypsum 3.16d)sox nai€s(31 ;r'x 0136°);mr � �� � 2£cf;nails on one side and 1 too nail board 6 Rafter 3-10d comet-or nails('1"x 0.'14y");or (� R,.lt r or roof truss°o f#€�« rF£S opposite side of each rimer sir For Sk 1 inch- 2,6 4 mrn, 1 foot=304.8 ft m, t•10d br,Fx(3'x 0.128"};or mess# Wood structural panels,sut;floor,roof and interior wall sheathing to framingand particleboard wall sheathing to framing All other structural members L124 1-3'x 0,131'nails Toe nail Noe Table R602.3(3)for wood structural arlel ex teriorwall sheathing to gale fromin 4-16d0112`x 0.135"1.;or , 6d common(2"x 0,1113')nail(subflo£af.wall)F Exterior ' tVln with plaster t' r H13 0 a'10d c:;mmon(31r','x 0.1-1n"),or 30 Jti"-_#� 8d cony ror(211;?'x 0.131')nail(!doff r 12i FIGURE "$ ' TYPICALWALL,.,fir., »� � � FRAMING stucco I nis -lad box(3"x It 128-);or 31 ' ;, "_1" 8d Con-mon nail(21fq'x 0,131") g 12' RtsF;l rafErirs to ridge,cal€£s or bi rafters r.Ff coal ra?F4�r -3"x 0.131'na:€s 7 1 p 10d common.{3"x 0.148")nail;or Exterior wa ll in o with other 6ttl 1 to minim=2"ridge irea n 3-161;'sox 31; 'x 0.13f-),or 32 t"fz`-11f " 6 12 �"�s r0 od(2"12"x 0:13 i")dt:f4ar «d nail iris #°�s 2-16d commont3r.'L"x{t.1621:or End nail Other wall;sheathin � 3-tad box(3`x 0.128"y:car " r Ext`erg ° d. ^.StC t f i£;"" f i erior w " in # dsa with crib finishes H/ a-1*Y.0.131*nails 3� 4 uctFtra€cal€cF€asi... #berl�ard F ,� ga€:�arized tctoftrsg rta.€, ,to'heap' 3 6 CUT € TED EftSra'Pti USFSP 1x.#orATES#�#.r�r slimthing diameter,or 1"crar:4n staple 16 ga. Ilf4`long �"I'3>SLE KkPt C�St#"ztLE F4>4"sAt",xF ST�•Gi"a•rf>.€FF, l3,"3�,5�'tr�,`€F3s,ATE,� t �y S#l. SECTION ILintelstl' ortl : masonr hu rl er Ell .3f60 T�#�4.ATE '� �E�t:.T#fogs Ee�'�z.t>:1a �, .lf 34 ,L"siruett#ra€cello€os#c 9d4`gs€aa#;rzed roofing nail, 'I,«"head dFatlTetef. 3 A be$board sheathing Oar 1°cra'litFt staff)=; 16 ga.°1'd,,"fang W U Wall 1''f�"ga€mrized roofing nail,.st,4ple galvanized, Ft1Lx.-rl00HTSTUDS 36 Ysz"�rpstrn#&heatsTirr�# 7 7 W Ar3YAC r r#r TrsIF t F '8d cornmon Wfz'x 0 162`; 24'cr.c,face snail 11i "long:111k"aCre�Zs, rpe�`1 or ti U � RM17,5T 8 Stud to st4id(not at braced vsl€pano!s; ;act box(3,x 0.126");v " a 9t..4`galFa£tized roofing nail:,staple galvanized. O F#PE«=t *ARC3L$!d$x° 3"x 0 1,11'nail v"o c.foce nail ;16 is f yp5UPn she�ttlTinr as: a 7 $# f "Ion 1 S<"sCr"ara.. r 4 'e`I or S 'Y'ABt«B I+I11C#2.1<2(12402.1.2}ItT5t1L.ATIt3N AI+ID FEI�ESTRATlt3t�RBiIIREtF#INTB BY Ct3f�ll'C}PTIdT a 0• � )l�' r - 16d itrx(3'1,w"x 0.13 "}.or 12"o.c. face nail Wood structural anels,combination subftoor underla rnealt to frarninq W � ��r� �# Sz,tt1.4 cRA�tL S ~teed 1a stud Brd slot#It€ni st£;ds at iM«reacting Ysall corn«r9 3"�.0.131°nails GLARED WOOD MASS RAS$?E�C'#M SLAW , (al braced V41 Panels) � "*Y Ed deforr'£ed(2" x 0.120')mail. of T •____ $&r$t$F1f St3Ft E.E41At£a EtiE SrltAr#CI$sEtYI.#GHT F CEILING < FE.t)Z7€t SPACT 16d Lonimr,Fn(3`1 'x 1.1 "L y a ra C.faC?nail 37 `f�"am less „ r 6 12 0 M V 1 Tax atxr3xS FENESTRATION z FRAME WALL WALL WA3.l. #3-VAI..#E od cont.nor(211;r"x 0.131")nail ZOMF MrACTOR UFAC#011 SHGC''* R-BALUE' R.VALUE. RtVALUEFRVALL#1 R.a.FALUE &DEP'T#i WALL � O R_VsLUE lad con,-vnrin{3 f x 0 162') 16'o c. each edge face nail o s ,z'10 i3itilt•ur hF✓ader{3..'to 2"Teada;r bs:1€1'Fie'ere"era t;d coaTFm,.F€+(2 s x 0.131")grail: or 3'EE!M 1 33 *tP a74 J.2+ ;rr 13 3i 13 S S ft 35- s sc O SEE SEr„'TPr,�E�$fl"a.`,'$ z f14## o.«� a.zs 33 t3 .;s 16d bray;{3rfw x 0.1,s.: ) 12'e.c.each edge facs�nail 8 8d deforrF'Fu 6 12 t3 a .1 e d(2'1,e"x 0.12€0')nail W 3 0 3 A 5 1.25 <' 2Li G'S?. [ £ u'+? 'S be (^'i2"x(}113":or r s ..: 2;;-< 1 E..13 3 0 1 a " 10;1 Common(3"x 0.14v )nail.of excel €.3., rs. 11 Continuous header to str�d �8d Centrnrr{�{? "x r 1st`y;or Toe nail s9 11;s"-1 14. 8d defrlrtrFed(2',/;z'x 6 12 c 5 �.a,^. 0 2rtcz':3a5" 9:'? 13 � :C iII,2^ #Ss13 t 0.12. . nail L�i� N S�s#.$D#TLOCK#!`O 4't 3d firs t.(3"x p.12il') I..1� w o a;i6 �32 iF,r:S NR k;F i0 rsr 1<�.r." ;�{<s i 3^a �t td13 19..d': 1 ji1�7 BOTTOM aS.ar:n a 16e,common(3Vw`x 0 162') 16'o c.face rill W O 1 PLATE S 032 M16 NR d'3 <3 v+-.<- a a 1 4 F: FLQ�rt.E43aST5 � S�r":F;' 15.:'G ;?1 ',5s1- 1� 1.'13 12 Top plate to top plate 10u 1;r.Fx(3"x 0.123'),ar ,., v 7 and c"4. E.v 0 i? NR 4,1 ?0 4.6 At 1:3� if 13'"[1 3e� Sri: l 1r3»ft 1611 3" .d U.c,face nal M � O >:0.131"Wells a�a S1 LDOti 8'-16dcor#nmon( rig"x 0.162 },or TABLE 0 .' RAC US UPLIFT` CONNECTION FORCES Q Q UNLESS NOTED OTHERWISE,INSULATION AND FENESTRATION COMPONENTS SHALL MEET ros.arznAT#rx?f THE PRESCRIPTIVE VALUES FOR CLIMATE ZONE 4. €3ouisle top'plate splice fr;r`:aE)E",s A-t)�•s,ith saisrnC braced 12-1Gd isCx(;#r'z"x 0 136^).or --1 Sint noo SE SECTION R 1J ��ll line spewing<:2J` 1 '` (mi#F�imum 24'lap mA or; splice l ce lengthtxeac'r£ I E.per#FALL- ,s 2.1Gd hox i,s x 0,128"1;or {: ". p p: `,., Z SILL c>Er - 12-3"x 0 131"nails side of en8 joint) U � O w j 1! Double top plate srl<:ce was C�,Q<,or 1�;and braced,",a€1 r s?#f. r„y LU 12.1 j line spacinl5' d,° 0 1 s N 1 IN,By d€ri., VAGONAL BRACE AWHOR SOL's$WSE.l OED IN LET rrGTCxS'#'Ur3S rolSRat£ATlcask#$FT.a�.MAxt, �££ �.3 ..5 MINIMUM :... e I1�TI~I� �� � llfl'l�'�D �'Sll'l €I'# 1� Lrt.T � R TRUSS P I I 1"10 115 1,20 130 140 w DC ITE�.1 DESCRIPTION OF BUILDING ELEMIENTS NUl`IBE.R AND TYPEOF FASTENER">k�SPACING AfID LOCA.TIOtl SPACING (feet) iPitchZ W � `1��t1 �PltCt� IR�� 'l�="I� ��;��;��tCt1 I �'l�� I._. OC CMNERA€aOPART# U-4 POSTS 16d common OVI"x 0.162"I 16" a.c,face nail � 5,12 a 5"12 4 512�5°12,< 5-12� 5:12< .5:12�5:12 C t12? 5%°12 USE LIVE LOAD 14 Bottom Mate to foist:r m ibist, bared imst or 1 " � blvrl'•`.in not at bfac�d :all panels) 16d boy:(3 1w x 0.135"��; or 12 8 3 6 53 70 6 95 93 12,2 113 g( 3" x t3.'I3'l"nails 12" o C.fare nail ninh it.a l� attics without storage" 10 16 59 5.2 7,; 6 89 91 122 1'12 157 146 Ar�1'SL1rAE�Rc>�aErsSHH#ta:�c�£asta�E A6 -A � � ,� .:-i6d bay;{�"`� ' x Q.93�"�; #i€ 3 earl# 16"o.c. face nail � EXTERroR��.LLSV',ITH I IN,BY4 IN,BRACE$LET rsorE:r,r�I#�� �urJxrfu�F a;Fzrrr#ot��#rEnaE4r#�I �I�ifi �l a :�� )tom ���t�� lr i� 0[� `° r Bottom plate tojo;st, rim joist, band joist at � # �4 71 62 9 79 1 9 1'I.9 137 1` 2` 17ci Sa° T OP�'LATE�OROTHER a0fix aACKINOSTUraSSHALL8S�ER"fTTEL TOSEr rrT#-0 I� blocking(at braced isa'1 panel) 2-#£rEf curtlrnc#r$t3 12"x fl..t62"); #7r 2 each 15 a.o.fare nail �I E t€ ,#sII T I STRAPaE�Iccalrr*�^ALL#a$rt THROU(:� THeUSEfW x�a Bact1Ut�ra_EAT t F h. t" " x t�,131" nails 4 ez vlt 16"t#.e,Ears mail " 28 7 9 99 98 121 109 167 15 216 20 L)P'VW LLCUPS�pR0*r-Ef�Rr�r=€•MED H i attics and attics served with fired stairs ai 0 12 #0..w, ACCO DANCE VvMl THE MderWFACTU RFWS rAiILL sF'rEvE Ai �4tA,TE£zkCztlfrCi�£zR TES'FAf specs sPI:c#F=C.T#ONS.SEE$1Ec:TMWF 2.10. WiL #�#ru.s, # 6ci hFssx &tow"x €1.ii3"):or 32 9 7�r 109 97 134 €2t� 13 5 17t� 24�1 222 Balco €1 (exterior' n 3-#6d box(3117" x 0.135'1; of 36 94 92 120 106 146 132 03 166 264 244 K 3r n Fire escapes 0 4.8d common(2a12" x 0.131")::or Tee nail 2 106 92 135 120 156 149 2.30 211 300 278 Fo, S€: ;itTcll W 28:�tT{.rrF, 1 fart=....14.a Pnr#3, 4-10d box(3" x 0.126 1< of 113 102 151 13 ' 166 1i 6 266 236 3y 6 311 Guards and En f ilsd. 2 V 16 Top or bottom plate ton stud 4•3" x 0,13,V nails 48 FIGURE R602.0 2'i FRAMING DETAILS Guard in-fill o1 p e tsf � 3-16d box(311�," x 0135'): or 12 6 57 79 70 93 65 126 117� 162 150 ( 2-16d Crtr1"Il1"on(3112" €1.1Fx2'1; or 16 79 69 99 63 119 103 162 14,E 209 194 m Passenger vehicle r g � 5 � IMn�rr�i� � � � � o 0 11t3rf box(3"x 0.128').;or 2 ,1 02 11= 105 144 1�0 1 �9 162 2 9 23 3-3" x 0,131' nails cV oOt�� o �119r than 5pI`1� ri"t1 26 105 92 132 117 161 14,� 222 21�3 267 266 W 3-0d Ixoat(3'x 0.128'):: or 16" O.C, > _ `if1 rooms 1 " 32 114 100 145 129 176 160 2`46 226 319 295a O U 0 17 Top plates,laps at corners and intersections 2-16d common(3 1 x 0.162"I; or Face nail Pairs 40 3-"s" 0,131" nails 3 125 109 160 141 194 175 270 247 351 325 < L ,.Dn f-ox 1 I 1 rl -------» 3-8d box(212"v€3.113");or 42 141 122 130 160 221 19 306 291 399 370 W zQ 00 I U0#;a��C4F_s _! -� 2.8d common(21( °x 0,131`1:or 4 157 136 201 179 246 221 3 3 314 447 414 Q � U " 18 1"brad to each stud and plate � , Face flail � W L I~a r?Ax- 1 rx TEE7 '—'I MAX, 2•`I0c1 box(3" x 0.12a°y. t)P 12 96 8 119 106 140 126 190 1713 2�14 22 `� U' �— LU U J 2 Staples 12s` " t 16 118 104 140 132 176 162 244 22.E 314 292 0 z m z # I I.ra�t� I TABLE 1 8102" .1 0 RA TE CEILING JOIST HEEL JOINT CONNECTIONS � 3-od boy.{211a" x f1,113"}:of ,� ,. � O �-- Lf TWIN ( 1 24 142 124 176 150 216 196 2-96 274 384 356 � = z 0 � "r$?�,t�Fl,$i*'.Al 2.8d common 2 1M° x 0 131"): or „ DIVerd:ssIou G�'xt�UND Shier LOAD(p,fy 10 1"x 6"slleatlTing to each bearing Face flail 20 1IS8 136 196 176 242 219 33 306 J32 400 U H �'S z W � FLt�xRJOt51`-CEt,(TEEt 1rt 2-10d boy,(3" x 0.1287 or 24'ox, W >_ Q Q W PATTER 202 so t 32 172 1 0 2.16 194 266 2 0 37'0 340 90 "4 m � � -"-' RAFTER 2 staples, 1"crown: 16 ga., 1"1�")Dreg � SLOPE SPACRIG Roof span(feet) � � s � = Q 0 = W (inches 12 2f7 26 36 12 20 28 36 12 20 28 36 12 20 28 36 3_8d box(2112"x 0.113")>or 36 166 164 40 212 292 264 405 372 520 83 U 0 0 Q U) � 0 1Te t4red number of 16d tr mmon nallsx•t}per heel joint spliceso> •e: 3-ad common(211r" x 0.131");yr 2 212 10 270 2 0 332 296 460 422 600 556 W4 MAX-112 4 6 8 10 4 6 8 11 5 8 12 15 6 11 16 20 3-10d box 3" x "( I).128°�.;.or �6 236 �04 302 260 370 332 616 72 672 'S22 3:12 96 6 8 10 13 S #x 11 14 6 11 15 20 8 1 20 26 a staples, 1" cro Awn, 16 99" 12i""long 24 7 11 1a 19 7 11 16 21 8 16 23 30 12 21 30 39 1" 8"and#ruder sNa hi# to each bearing Nider than '1" x E" Face na:l I .A. C � f ! A i 20 g 12 3 6 5 8 3 6 is f1 �l 5 3 11 5 8 12 15 4:12 15 4 6 8 10 4 6 8 11 6 8 12 15 6 11 15 20 4-8d box.(2112"x 0.113 ):or t3i'$MAX. I l 24 5 8 12 15 5 9 12 16 7` 12 1? 22 9 16 23 29 3-8d corrlrr'on(2112'x 0.131');or co 12 3 4 5 6 3 4 6 7 3 5 7 9 4 7 0 12 3.10d box(3` x Q,128");or 'FABLE 6t12.3(5)SIZE HEIGHT AND SPACING OF WOOD STUDSa Q 5:12 16 3 5 6 3 r 7 3 4 7 g 12 9 `l2 16 1 t,, o " ' U _ 3 stages, 1"cto .n: 16 fta„ 1 to long z ___ 11J p:t s��tx Gtl1 S 24 4 t 9 12 4 7 10 13 6 10a 14 I8 7 13 18 23 12. 3 4 4 6 3 3 K 5 3 4 y 3 6 7 KARIN(-;tA6,4LLS NONREARING WALLS Maximum spacing Maximum spacin{) Maximum Spacing Q 7.12 16 3 4 5 0 3 4 5 6 3 5 7 9 4 6 9 11 Laterally when STUD SIZE 1' {sFsfsrtirag a v�het#sitpl£artir#g arse v,9Fea1 supporting t;fazximurn spacing Laterally Q 24 3 5 7 9 3 5 7 9 4 7 10 "13 6 9 13 17 phoned roof.cellin assembly floor, €us a root. Wo floors:, lus a roof. when supporting tansu oared Maximum tfn9tf ('inches) 0 hl P i PIs 3 l#r Spacing z z stud helghta or a habitable attic ceiling assembly or a ceiling meftibly or a one floor heighe Stud heifgbta p" 0 ; �_�,"r feet assemhl oni hrabila ale arctic habitable Attic finchesr Q i c_i 12° 3 3 4 4 3 3 3 4 3 3 4 s 3 4 5 7 Floor (feet) y> y (€##r heel (leafy � 9.12 16 3 4 4 5 3 3 A 5 3 4 6 7 3 5 7 a 4-8d box(2Y,s* x 0.113"); for (inches) assembly(inches) assembly(incl#es} c 24 3 4 6 7 3 4 €i 7 3 fs g 10 4 7 10 13 t ( 1 2"x 0,13 "I; a 12 3 3 3 3 3 3 3 3 3 d 3 1 21 leis) to Sill, F a Qs 3-soil CttlnrrFton 2 1 1 € g F to ,1 or rder Toe nail � 3r1 t1d box (3" x f�.1,28.,s;or '::'� . � r•, '' 1212 16 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 3"'3" x 0.131" nails 2 3 4 4 3 3 4 6 3 4 6 8 3 6 8 10 8d box(21A x 0:11Y) �s"o.c.too mail 2-3D - _ - - - 1tl 1s = LU For Sl: 1 inch=25.4 mm, 1 fmt w 304E ram. 1 Fund r spitare foot 0.04791< a , Rini;Exist: bard joist or blacking l€1 sill or trip 3d common(2"1 '°x 0,131 ; or 2"� 1e 2z 16 24 14 t� �, P`` 22 2 9 x 4 10 a? ?,4 ":F 24 14 24 a.40d iT.x nails shalt be perrn�and to be subsliltAed for 16d cornmon nails. plate(roof applications also] 10d box.(3" x 0,128"): or 6"D.C. toe nail 2 x h 1l; sz 24 - 24 16 .2.4 } 2IN�V1'4.FRO111tTOP � 3' x 0 1 (2 nails Q.113" ' or 2 s 1u 7d 2t "0 24 20 ANID00 1'OMOF 4XST 0(Af lUAl_MPT ) z }> 2-8d common(21t»"x 0,131"): o€ 23 1"x 6a"sitbf?onr or Inns to each joist ` Fare nail 3-1Od box€3" x 0.1281:or For SI': 1 inch =25.E curb€, 2 Staples, 1`crown, fps ga , VV4' long DRAWING NUMBER: FIGURE 50 .8 C NG, NOTCHING G AND DRILLING 0 .,2.' ..` 'BIND SPEC ONVERSIONSa uif 110 115 120110 140 150 160 170 180 190 200 vain 1510 1 3 111 124113211391 719r TF TABLE 3.2A 5/8" ANCHOR BOLTS - SILL PLATE TO FOUNDATION CONNECTIONS U NAILING AND STRAPPING RESISTING SHEAR LOADS FROM WIND - EX POSURE C (WFCM 2015) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) o (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) 4-1 oo U jE cn THREE SECOND GUST WIND SPEED (mph) 110 120 130 140 1 150 NOTE: 12" MAX. 12" MAX. Q " RIDGE FOUNDATION BUILDING DIMENSION 5/8 ANCHOR BOLTS Q a0 = ALL STRAPPING TO BE 1 1 /4 X20 GAUGE STEEL OR BOARD SUPPORTING PERPENDICULAR TO NUMBER OF BOLTS 1,2,3 oc U �o 'SIMPSON' EQUIVA'-ENT - CS20 (COILED STRAP) X X SHEARWALL LINE REQUIRED IN SHEARWALL LINE J w cu cn (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) °© z w C° z Lo ROOF N �' N 12 2 2 3 3 3 Q u zO E o'. o . 16 2 3 3 4 4 pC — RAFTER • 20 3 3 4 4 5 Lu 00 U 24 3 4 5 5 6 (9 r.-, Q U U- au AT RAFTER TO RIDGE CONNECTION 28 4 5 5 6 7 Z --------------------------- 32 4 5 6 7 8 -J w FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP ROOF AND 1 36 5 6 7 8 9 1 COLLAR TIE FLOOR FOR ALT. COLLAR TIE — (3) 10D COMMON NAILS AT EACH END L------------------ 40 5 6 7 8 9 50 7 8 9 10 12 1/2" ANCHOR BOLT ® 46" O.C. FOR 1 STORY 1/2" 60 8 9 11 12 14 ANCHOR BOLT ® 23" O.C. FOR 2 STORY 5/8" ANCHOR BOLT ® 72" O.C. FOR 1 STORY 5/8" 70 9 11 12 14 16 ro$0 1 D 12 14 16 18 � ANCHOR BOLT ® 36" O.C. FOR 2 STORY 1/2" ANCHOR BOLT ® 15" O.C. FOR 3rd STORY OR 20 4 5 6 6 7 ROOFS W/ A 12/7 PITCH 24 5 6 7 8 g ROOF 5/8" ANCHOR BOLT ® 23" O.C. FOR 3rd STORY OR 28 6 .7 8 9 10 ROOFS W/ A 12/7 PITCH RAFTER 32 6 7 9 10 11 AT RAFTER TO TOP PLATE TO STUD CONNECTION • 1) MIN. 7" EMBEDMENT INTO CONCRETE W/ 3" SQUARE ,,,- WASHERS AND END NUT SETUP ROOF AND 2 36 7 8 10 11 13 FOR STRAP — (3) 8D COMMON NAILS AT EACH END OF STRAP - 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR OR FLOORS 40 8 9 11 12 14 FOR MTS12 — (7) 10D COMMON NAILS AT EACH END OF STRAP • ---------------------------'--- - REPLACED BY HOLD DOWNS FOR SHEARWALLS. 50 10 11 13 15 17 BY "SIMPSON" ;• 60 11 13 16 18 21 I CEILING 3) 1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" 70 13 16 18 21 24 rF— MIN. TO 12" MAX. FROM ENDS OR CORNERS. $Q 15 18 21 24 27 W U JOIST w ANCHOR BOLT SPECIFICATION (IAW WFCM 3.1.3.1) 28 7 9 10 11 13 U __n ALL CONCRETE S/B 4KSI, AIR ENTRAINED W/ 4" 32 8 10 11 13 15 0 SLUMP 36 9 11 13 15 17 pC d.. • ALL ROOF PITCHES GREATER THAN 7/12 SHALL 40 1 O 12 14 16 18 W REQUIRE AB CONFIG FOR 3RD STORY DESIGN ROOF AND 3 FLOORS 50 13 15 17 20 23 Q z 0 0) 60 15 18 21 24 27 Q e-i 70 17 21 24 28 32 LD 0 c--� 80 20 23 27 32 36 w Q ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. = u 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. w 0 1 �— AT STUD TO FLOOR ASSEMBLY CUT 2 ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SHEARWALL LINE,AND IN NO CASE SHALL THE TO STUD CONNECTION LENGTH ANCHOR BOLT SPACING EXCEED 6 FEET ON CENTER. FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. (/) 7 0 (ONLY APPLICABLE FOR TWO—STORY CONFIGURATIONS) LENGDT 3 SILLPLATESAREASSUMEDTOBETREAREDSOUTHERNPINE. � Q 0- 'SIMPSON' ; V p w FOR STRAP — (9) 10D COMMON NAILS MTS 16 USE A MINIMUM OF u') Lu SHOE PL. 'SPAN THREE 8d NAILS THIS Q N = AT EACH END OF STRAP SIDE OF TRUSS. 2 •• SUBFLR. L.L.I � FOR ALTERNATE — (14) 10D COMMON NAILS • �• ' 0 : STRAP CONFIG. FOR EACH STRAP •• RIM JOIST FLOOR = w SIMPSON CS20 OR END � (TWO STRAPS TOTAL) JOIST 1-1/4" 20 GA. GALV. ENGT V STRAPPING MIN. 12" •• ON STUD SURFACE (4 F — 8d NAILS AT EA. 1 TOP P L. END OF STRAP) ° FOR SECOND FLR. — SHEATHING TO OVERLAP ° ADDITIONS FIRST & SECOND FLOOR & :F TWO Sd NAILS °° THREE 8d NAILS STUDS BY MIN. 12" INTO PLATES INTO STUD STUD TO STUD CONNECTION SIMPSON STRONG—TIE CS20 HURRICANE STRAP SIMPSON STRONG—TIE H7Z OR 1-1/4" X 20 GA. STRAP "SIMPSON" HDU5 2-16d COMMON NAILS ® 6" O.C. FOR FULL LENGTH "SIMPSON" HDUS m N OF STUD 2-16d COMMON � NAILS ® 6" O.C. w m • • FOR FULL LENGTH O Q • • BLOCKING ® II e: OF STUD 2 SHOE PL. ENDWALL SUBFLR. Q Q 0 AT STUD TO FLOOR ASSEMBLY TYP RIDGE STRAPPING DETAIL : II � LLl TO SILL. PLATE CONNECTION • SIMPSON STRONG—TIE RIM JOIST FLOOR LSU26-2X6 0 FJ— LSSU28-2X8,2X10,2X12 �' DIA SS304 II Z m Z FOR STRAP — (9) 10D COMMON NAILS JOIST THIRD ROD W0 W =� 0 1— • LSTA18 WITH (3) 8d COMMON NAILS LOCATED HILTI HIT HY150 Z 0 AT EACH END OF STRAP 'SIMPSON' •• AT EACH END OF STRAP " " EPDXY ANCHR II c� ¢ cn SIMPSON HDU5 SYSTEM MIN 9' V H Z w J LTP 4 • • EMB TYP U W y- Q Q w Q a) FOR ALTERNATE — • d ° ° 10 W • v SILL PL. TYP HOLDOWN CONNECTION U 0 o Q � o 0 STRAP CONFIG. (12) 8D COMMON NAILS AT FIRST FLOOR FDN d ° ° a TYP HOLDOWN CONNECTION LTP4 (12) 8D COMMON NAILS • a� � •�, .a ° � • '• ' � ' ' .� a� WOOD STUDS AT 16' ON CENTER vad '. NOTE: ; SECOND FLOOR ATTACHMENT a. WIND UPLIFT RESISTANCE FOR 160 MILE PER a HOUR WIND FORCE MAX IS 515 POUNDS PER (3) 10D COMMON NAILS IN EACH END SIMPSON CS20 1 " X 20 GAUGE METAL d. `CONNECTION________________J OF STRAP TE INSTALLED IN STRAP NAIL STRAP TIE AT EACH STUD co HOLES AS PER MANUF (NO NAILS IN 1= a a. CLEAR SPAN AT RIM JOIST) U 2 X 4 WOOD PLATE e , Z w e Q � is EXSTG 2X4 WALL PLYWOOD SUBFLOOR ° o • CONST SHOWN FOR 0 0 • REF ONLY Q s f` z SIMPSON CS20 1 X 20 GAUGE METAL e o • - '� AT STUD TO FLOOR ASSEMBLY 'SIMPSON' •• 'SIMPSO ' FLOOR FRAMING — STRAP TIE AT EACH STUD • ` ,, I. Q • • REFER TO PLANS • o ° ° e ^'' z TO SILL. PLATE CONNECTION SP3 SP4 2X6 TREATED WOOD ° _ SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) • PLATES AS REQUIRED , ° • ° ° / ° e ° • U W FOR SP4 STRAP— (6) 10D COMMON NAILS I e I--- -- "' AT EACH SIDE OF STUD ° d e e • a d s DIA. MIN ANCHOR BOLT WITH MIN 7" e o v :e g. °,. • °. ' d ° e a' �J EMBEDMENT — PROVIDE NUT AND WASHER" ° e • EXIST/NEW FJ () FOR ALTERNATE — (6) 10D TO STUD & �d �• . ..° - If � �� � ' � �� � - INSTALL s'-o" OC MAX, AND WITHIN 12 RIM JOIST • d a ° "' <d' OF EACH PLATE END AND CORNER ° • o SP3 STRAP CONFIG. (6) 1OD TO PLATE ° d ° a• ° (2) 2x8 MUD SILL PL a • a . ° CONCRETE FOUNDATION — REFER TO FOUNDATION PLAN TYP SILL PLATE TO FOUNDATION CONN ° a, ° (ALL NAILS GALV) (4) 8d AS SHOWN DRAWING NUMBER: NOTE: INSTALL J"O x 12" LONG HD ALTERNATE STRAP END VIEW SECTION GALV ANCHOR BOLTS ® 19" O.C. &MAX 12" FROM CORNERS w/ 3"xj" soR m CONFIGURATION TYPICAL UPLIFT CONNECTION - FOUNDATION WASHER PL & NUT (NOT SHOWN) NOTE : DETAILS ONLY USED WHEN REQUIRED