Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
47495-Z
m 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 #: 47495 Date: 2/25/2022 Permission is hereby granted to: Stronq's Marine Inlet LLC 2400 Camp Mineola Rd PO BOX 1409 _...._...w. ......... _....._ _w.... .......i i _._...._ _-......... _._........ .. www —___... � ......... .. ... w_......-.....,.,_�. Mattituck, NY 11952 To: Remove existing roof covering and construct new accessory pavilion and pergolas on existing concrete patio as applied for. Per Architect: Purpose is to provide shelter from sun with no increase to occupancy or intensity of existing use. At premises located at: 2255 Wickham Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 114.-3-1 Pursuant to application dated 12/9/2021 and approved by the Building Inspector. ....................... To expire on 8/27/2023. Fees: COMMERCIAL ACCESSORY BUILDING OR ADDITION $953.20 CO-COMMERCIAL $50.00 Total: $1,003.20 .may Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT d Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htjj f Date Received ANN ]CATION F� 11 . UI E IR 1A i For Office Use Only 1 , PERMIT NO. Building Inspect r._.. .._. mow___._._._.. V50\ Applications and forms must be filled out in their entirety. Incomplete fOi applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:November 2, 2021 OWNER(S)OF PROPERTY: Name:Strongs Marine Inlet, LLC SCTM # s000-114-03-01 Project Address:2225 Wickham Avenue, Mattituck NY 11952 Phone#:(631) 298-4739 Email:jeff@strongsmarine.com Mailing Address:P.O. Box 1409, Mattituck NY 11952 CONTACT PERSON: Name: Melissa Butler Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#:(631) 208-8850 Email:mbutler75@mac.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey T. Butler, PE Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#:(631) 208-8850 ::=.Emaiill:jeff@butler-ae.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email. DESCRIPTION OF PROPOSED CONSTRUCTION ....New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Esti!; ted Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes .m_ No Will excess fill be removed from premises? ❑Yes iONo ,Ul�l,O OVP . PAWAO,) 4- &10010 k)) PWQD0S 1 FROPE11TY INFORMAT]ON ....................... Existing use of property:Marine/Yacht Club/Restaurant Intended use of property:N/C ................................................. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to .P- Marine 11 this property? DYes RNo IF YES, PROVIDE A COPY. The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Melissa Butler Application Submitted By(print nai,i, '� RAuthorized Agent DOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Melissa C. Butler .........-being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract)above named, Agent (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 true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this A0 dIVOVV�,M_6_12 r -2 ay of 20 N ltdy iL CASEY L.RYCKMAN NOTARY PUBLIC.STATE Of:NEW YORK ReLisliation No,0IRY6216402 0 AUTHU`11,11ZA 0 Q P E�1 vd_ii -)I],C01_111t)' Qualificd m Sul'I'L 1 " (Where the applicant is not the owner) Commission Expircs Jail. 19, 0 Jeffrey L. Strong P.O. Box 1409, Mattituck NY 11952 residing do hereby authorize at Melissa Butler ....... ,.,.to apply on my behalf tai e Town of u' La.i Building Department for approval as described herein. mm AAJ r ef, Si na L Date IM AM'646 WQ46 Print rover's Name 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT m , Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 lit�:�p,2-°w m w w. t i (<I owit . . . RTY INFORMA ....... ..........._.. T ....00-0 . ..... ^-0 P R O P E.. ..mm.M.tamµMµW TION: Flood Zone FIRM Panel 1 SCTM # 1000- 0 ---- _.j- - Address.,-�__ n�.... .. ...___.. ._m_ __..M... _... .._.,_ ..M....,,,_w .�...M....._w w_....__�........ wa_. City Zip '�..�' ...w l .ww. .. .. _ . . _ .. CONTACT PERSON. Name: Phone#� Mailing Addr--.1.11",..........--ess 20�.... � � _. .. ..... .... _...... .wpm ._. .. . _ t PROJECT DESCRIPTION: ..... �,:..... ,._w.... .._ SECTION A:STRUCTURAL DEVE OPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity ..........�_..��a.��1 to 4 families).rr.—. _� ... ) - �� ��—..�w_. ww__ ....�.� ..�_.�... _�_..ww_ .. .�,,,,,,,,,,,,, El Residential ew structure ❑ Residential (more than 4 families) &I''Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure V'Non-residential ❑ Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park .__....._, . ... .. w.......m __... .... .._ _.___ . SECTION B: OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris El Mining El Grading ❑ Drilling El Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) 1210ther development not listed (specify): _....._. By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge _...._. _ . _........ .. ...._ ._..._...... the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein. If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By (pri t W a m ,��' . Date Signature of Applicant: w_..— l i u: � d r tib a � �o �.,u �iiiitlt 1 I I s tmlm " 'I tlllllllllll� ' � f U "e 1 i h� Eiji . r e � E 4`, E r Nut This uu � a.,� Midi a � �. k 9� o y d i l oil �� I�Y � A � earl � � o n go E x bb my ; N r nog �, �i" 1 a ' . 7 7Na a �4 � Mid" 3 4s vfi i CG �9t,�x mu o� " ) b���� � �6 s.$A�d�k �fy. >i 1 q4�'. .� �k ����J��f! ("�9.im r�lA�k !r i�Q 1J�� 'y f *•M-��e ���,�.E y111 � OR H v a x M All n � 3 �r ��x 3�u %d#� � j�$�K �' t #� n s r fE § 4a��.3n1b a ad a p, r 1h WARN a§ !b ax k yu v 5s 3y z uta �r � �s ��a 92 gtt gr r�r��9s 9 ) attar a iPHIS EAd R nu s�'sa�,+_ �LC � A 4n � �p #xar A N ,) r F § ( a $,u, t o CSi C7 x 9 ' b r a q t 3 n� IBM F " �e ��s ... .._ 1 s ' ..a T Irt ¢.i �E 1 rs �u �(. pun I�� N; art X � a a , pS s C Yoz ,t q n�yE H x, a u"3E X r rK u j Edpu+i g �FdAS� r �Aw�� �I P#� �au�z E��ri�� �"�EnE .'J H its idly E q 1 i t� q yy it d d ��NL xp;l fix. 'g d7arE� � a'� dbv�e€�x`�y�,L�E) ar���p l�Eur'E � �,����i�r f r ,< Sr¢r '� &fs `�i $�y§ pp� �iSp d W # w eti,-,r$1 J eg a R 9 r E ffi s �� s 2 I J �� — - .zu ,aE E�c a 4.^ i � _ tns �I ( i d O �rFIT i ASK :�' �,,,. � wvnraim I"� x N _� �.,d � 6 all r m tots IUD 6'U i� d v )-�� vy j, +y e ) ar �?t I � r� L �A-IDuTMJf�/� ��� t� F N A lit ts a " l n R� e w 7 {t E 9x4 J TELL �, r I 1- b � W. I�If� p °�� i a�� .. Jlow �r11MInut w...... r.7 //r � a r rci u I � a l t �- i „ r i I e n f r oil:(I��,i.�Afi��l r s r jig i V 1 y ry /t 41¢I it'll US r -a i e 11 AS Sk Not Ud 16 ul' A HUNI AM smb.; p�! a "I SUNNI 1114 oil EV Jn AV Al ME, Ii I -_.: ��„ ,rvu'• a ate t'e��. { .Ak 2 i I�J'�� V u R z O ,. 9 U- m� ✓ qZ m o Quo a Lr OOD 5i 4 r d „ , 02 -gnN3Ad UVdHN�IM^ ,k Q! ........... C, n i C,� qv-iC,), l k Zf �w ,y AMD _ eS . - I' S � I o 3 1 TIDAL WETLANDS or www,cetl811,com www.dl�slnycll,com �? TB 6.0 2 BOUNDARY AS OF NCW vas TB 5.9' p $1,0%RAW (for other states) DELINEATED BY CH 11,2SULTANTS / 800-272-44801811 00 272 4480 I 11 0�'� �. MARCH II,2014 / � UIJV L l U V M1 . 1p���` T85.8' oma^ / N/O/F ALI AGARABI REVOCABLE TRUST / By law,excavators and contractors For safety reasons,homeowners �w wCenn-.' m ' s�8 \?Q�` working In the five boroughs of are strongly encouraged to call g v�2 / New York City and Nassau and as well when planning any type •<. � /0 ��� / Suffolk Counties on Long Island of digging on their property. �Q Q must confect DIgNel, Homeowners can contact ue Ilk, � 0 ? / / 1-800-212-4480 or 811,et least 48 directly at I-800-212-4480 or Pa ° �4 Rp / / O / 0 v hours but no more than 10 working / / /� g by calling 811,the national call 4� \ } T66.1' / -�, -0 days(excluding weekends and before you dig number.For w •- \ / // / EXISTING STORM DRAINAGE SYSTEM / legal holidays)prior to beginning excavation work completed on EXISTING #BOOL f,/ • Z / "22' excavation work to ensure contractor's n ( res onsibilit t NOT kj \ /7 PA�LLfON \�j• 3 / +23.� an mechanized dl in or SITE Mg,w„ l { t / EX, STK FEN / 2 p y \ / RFLIEL j 13.(o / i /i,/ , SHE underground Knee are marked, the homeowner'G--to confect !A` PROPOSED STORM k0 j \ Excavators and contractors can DlgNet. Having utility Imes +' also submit locate requests online, Pte, \/ ✓ / 0 °OBJ/ q marked prior to digging Ie �., Qa•C m,<c �(j y TB 6.0' / / \ / fY w / DRAINAGE SYSTEM a�6 through ITIC. IF you do not free of charge. °j� / \ //i sD (2) 8' DIAM, X 3{ EFF, DEPTH \� currently use ITIC,please call U �tij' / / / v 0� /i�// s/ / / a 1-800-524-7603 For more U 13.9'+ �` !' /�/i 1 s44 LEACHING POOL / s Information, y �e CJS �p /��� �� 0 �� pP TB 5.6' 7 / (4� Qp lSt �' 2'6 J P= lri�'O ' l / / l +137' ��. F �o \ +19.2 I Qay�r .9 / CP- / A-i \yti (3 J / �� � 02 • • LAWN CLF AROUND 4.T USP �U �,0 v /_` AREA < / DUMPSTERS U/ \ WJE\' >-�5 I OD PORCH o (y h y (y p �\a �o +18.8' q on SrJkt:l M„•n i-Y fx< {n:. 0 ID s ~y / /- EXI ST, / +17.1' \ OJrc�P\aA / m M / +6300.,14.0'+ /U¢ fi�` � AS. - SAND AREA l AREA•962 4 SOFT, Ab CATION MAP TB 6.0' / _ LO +1 +171 3.9' /��l %s / �,^ • h +5.3' / 77.1 +17.4' �O ;- s +17.4' CyE OF / �(7 ` C�J OSFpR' / J I E , ,` . v s do y . S 1TE DATA TEST HOLE DATA ? i + STING LIGHT 16.2' / \y�\� 3�f ELEC/PANEL xlsrl PO ` �`�' 1 /� \ // X\5� R�`�� �6 �u\\'\� oz� / SITE PLAN OF: TEST HOLE DATA PREPARED BY Q._ CO NG / / , (tCs +17.1' PO °•y T667' /TRANSFORMER NCRFrFWgUC ``\ \ � (� y' / EJB 17.0 EDGE OF ASPHALT STRONG S MARINE INLET, LLC MGDONALD GEOSGIENCE BORING �, i // / STEWART TITLE INSURANCE COMPANY DONE ON 11/08/04 +65 //Ib / ! / `,`�„� ��� 9 1 ❑ E ST. CB // \01, I �/ 2255 WICKHAM AVENUE, MATTITUCK, NY 11952 LK GRADE - 11,5{ ASL 00� / / +`� EXISI� FR. CONIC. // 4� c o' \9 TOWN OFCOUNTY S OUTHOLD T .6' / / o BUILD�,�I,N�G \ / p MIXED SAND AND LOAM +12.3' r`� / 18. ' o o AREA. 130 SQ,FT, a •9' �\�(�,ASP�A� �j(IST. GAT>= -O. SGTM: 1000-114-03-0I +7.1' // PROPOSED PAVILION o o EXIST, EX\ /G0 +12. ZONING DISTRICT: M-2 (MARINE 2) BROWN SILTY SAND SP TB 6T / / / / AND PER OLA EXISTING \ GEN 01 / \ +13.3' 3,5 14,0 ASL F.FL.EL. ''14,5{ EXIST, p STEEL / t PATIO AREA +, COVERS \ \ PROPOSED CONSTRUCTION TYPE: 55 I // PROP(7SED 3SILT FENCE BARRIER. ST�Gc o ° \ \ / ma STORIES: I PALE BROWN FINE TB 6.T 1 / / IN,,TA I ARR OUNO AEA`150F WORK I +16.4' o�c�fi o \ Ex.�c ` TO MEDIUM SAND SP +7.4' / / (SLE DETAIL 2/A-0.0) BASED ON ORIGINAL SURVEY BY: • Z FIRE Qlr I� SWINGBO / +112 v PECONIC SURVEYORS, P.C. 0) / � � / \ ��i •�• P.O. BOX 909di � O TB 6.8' I I / / / +15.r s ! \ ti� \ .L 1230 TRAVELER STREET 151 - 6 2.3' ,45L SOUTHOLD, N.Y. 1 1911 r WATER IN t7 m r, fi 163U 165-5020 FAX (631) 165-11e-i PALE BROWN FINE TO � (�/ m +10.6' / � AN (yJ / �, EXISTING FLAG / +15.4' GONG, \QJ +95 u p� " - " MEDIUM SAND SP -TBs.r i C POLE // +13.1' �� O y© a -Zl SCALE: I 40'-0" IT -0 ON ASL W n1 O X ASPHALT �FE�o� WD STEPS �`' / ni APPLICANT: \D 9 A a LANDING v COMMENTS: WATER ENCOUNTERED I� 1U ELEC.� UaA\� °�= // +s.e' ti \ RYAN C. STRONG XO z MTL. STORAGE � o� 15.2 BELOW SURFACE TB 67 6.T( i / +10.7' / / \ g E� u' / fi 1 \5 CONTAINER +s.6' �` ti o'W v' 2255 WICKHAM AVENUE I / +12.9' / �APEJ / GENERATOR ti r ASL - ABOVE SEA q to LEVEL rQ O G 5.4' / m� G sem MATTITUCK, NY 11952 Q ( I+8.3' / / o SLAB OVER �' I EXIST. CONC. 0��� / / /m ` C�il • O U4 W TB 617' / / , +14.3' FUEL TANKS ��/ _yC Ek // / // +32' _2020 BUILDING CODE OF �--� �- � 1 I +10.7' // ` o o T /� off+ +10.3' 00" �� 8k4pCONr'R I ' � tir��� GAJ TB 6.8 7cIST.FUEL/ 4.7' ��e vti�G NEW YORK STAT ExIST. \5 ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS (LATEST PUMPs � �\ � JET \aA\" i � 17.1 . EXIST, EXISTIN ASPHALT GONC, \g�� ( '/'` �A\� -V, 0 Pgr EC\G o +s9' �\a�F EDITION), AND TO THE BEST OF OUR KNOWLEDGE, THESE PLANS COMPLY WITH THE �rZT-1. z pOLE I EXI T, FRAME A5 LIGHT yc ° �i G A TOWN OF SOUTHOLD ZONING AND CONSTRUCTION CODES. F-�� 11l ` T86. \ POLE t�f� 0� 4��G \\? / �., TIE LINE Q ( �BUILDING\ +129' G �X\y�\� N8ro°I3 2�' "' �' "X26 A(3�... H O ( zN I I EELXEIGT, AREA FQ-.1F4l, \/ \ GS0 yTO R M OOP D A1 NC CALCULATION: PANE0L VOLUME _ AREA X RAINFALL X COEFFICIENT A ;•RCH®ITE�CfT":W a( EXIST \ +s.o' FU/G o AREA = I, 3 F.o( RIM PROPANE � � RAINFALL = 2i/HR. = 0.11{ TB . TANK EXIST, PICNIC 1 .. ARE. /+9.1 / COEFFICIENT OF ROOF : 1.0/ 4A� - o-✓ STORM DRAINAGE SYSTEM CALCULATION: O FIRE p '� %� - - - oo�`a / '(�\ 1,4315Y, X 0.161 X 1.0 = 239 :U. FT. PIT \ 2 +s.2' \\�6`� Tw7.2, CVOLUME REQUIRED: 239 CU, FT, BW 3. i TB 6T ( \ / +9.5' EXIST. GRAVEL G \\N�' S � '� E'�\� / USE: (2) 8{ DIAM. X 3{ EFF, DI:PTN LEACHING POOLr` \ +6.4' +10.9' OYER BROKEN ASPHALT / �j. 0 0826 \ 49' VOLUME PROVIDED = 253.44 CU, FT. +9.6' +10.7' +8.8' / / �g°20 TW6.5' LO O I ) I/� % DANIEL A, SUTLER, R.A. TB f�T _ _ 5 BW 2.2' ft�} I �(V o RAIL 7.3' TOTAL LOT SIZE: 8.15 AGRI=S (381,150 SQ. FT,) \\+s.1 \ R� f�> /0 0 1 7a - 000, W6.6; PER PECONIC SURVEY THE AREA IS 8.8015 (383,393,34 S.F.) H Q TB RAIL 7.2'73' EXISTING PROP081=Q +s.5' r tiBW2.9' \ \ / / e� sRAIL 72 w EXTRA STREI GTH FILTER FABRIC STEEL OR NOTES: SITE AREA: 8.8015 ACRES 8.8015 ACRES M.C.) Oi TB6.8' ���/ +,5 °0 a; z REQ{). WITHOUT WIRE MESH SUPPORT WOOD SILT FENCE SHALL BE PLACED (383,393.34 SQ.FT.) (383,393,34 SQ.FT.) (N.C.) - 0 \\ +6.4' \ +9.6' /� { POST (TYP,) PARALLEL TO SLOPE CONTOURS IMPE�'.VIOUS SURFACES: 85,518 SQ, FT, 86,316 SQ. FT. (N.C.) N N YB 6.7' RAIL 7.2' +/ V I O MAX. O.G. Z \ : P" v s� SPACING TO MAXIMIZE PONDING SEMI-PERVIOUS SURFACES: 85,515 SQ, FT. 85,515 SQ. FT. (N.G.) \ /�0- +6..' o `-fi �� LAWN / LANDSCAPING: 144 514.34 SQ, FT. 144316.34 SQ, FT. (N.C.) z O Q / oo� �OO���P T86.8' RAIL < -TB6.5' �y W/ WIRE EFFICIENCY, INSPECT AND WOODED: 61666 SQ. FT, 66618 SQ. FT. (N.C.) U - zUj \ TBs.s' \ - a� �` �� its RAIL 0 ���000G SUPPORT REPAIR SILT FENCE AFTER EACH } +s.s' +\yA�ytio� �o/� o�y w+,�o FENCE - STORM EVENT AND REMOVE a =1 F- z O :. FLOW } at1 O e�oP ;: ,; 4 SEDIMENT WHEN NECESSARY. I ' //�� O ff GREMOVED SEDIMENT SHALL BE I LD I OSS f� �'t% t1� 4� 9�+7.r P° +� ���o �o �'� ATTACH FILTER DEPOSITED TO AN AREA THAT EXISTING BUILDING AREA: 34,335 SQ. FT. ' Q 4>l' p�� o° O �P�o WILL NOT ALLOW OFF-SITE q �, �, z Uj O TB 67 �•• FABRIC SECURELY TRANSPORT. PROPOSED BUILDING AREA: 35,132 SQ, FT. (N.G.) X11 ^ O r �a✓ +7.0' TB 6.4' oo�� TO UPSTREAM SIDE I F--i Z 0 �.� � W � z o OF POST AREA CALCULATION: � FEB0 � ?092 �....� � � � o r L i. _ tiG TB 63 *v O 1y / O 36" H GH POLE (MAX.) COVERED ROOF: 1,431 S.F. BUIL°;I,;-,DF--rT Z, }- O cv N TB 6.8" JETTYEL=4.T Q�` 045, STEEL OR WOOD POST PERGOLA (NORTH): 252 S,F. TOVd',_)F- c)i1iFi::LD Z N - o° FLOW .FLOW PERGOLA (SOUTH): 450 S.F. I �� O �o �� \ 0 % ,q. _ 4" X 6" TRENCH ' I ' �/ �\. ' W/ COMPACTED SCO ' O W© 1�% O -- PROPERTY _INE � 3/4 MIN, , • � BACKFILL THIS PROJECT IS A DEMOLITION OF AN EXISTING "OPEN AIR" STRUCTURE AND THE ONPK .. IX DRAIN CONSTRUCTIUON OF A NEW (LARGER) "OPEN AIR" STRUCTURE OVER AN EXISTING Z O -- SETBACK LINE ° �.t ,� .%�< - % �� �� �' ROCK �`' '% �y N : Z PA110, THE EXISTING PATIO AND RELATED STORM WATER DRAINAGE SYSTEM ARE O L�LI $ SILT FENCE BARRIER �� �, �� EXISTING WOOD PILING ���i TO REMAIN, THE EXISTING PERMIT FOR OUTDOOR DINING ALLOWS FOR 50 PEOPLE U � � Gov �+ INSTALLATION INSTALLATION WITH AND THERE WILL NOT BE ANI INCREASE TO THAT NUMBER, NOR ANY OTHER Q ><_x-x--x- CHAIN LINK FENCE C� T�, WITHOUT TRENCHING TRENCH OCCUPANT LOAD FOR THE RESTAURANT OR SURROUNDING OUTDOOR SPACE. THE ROOFED OVER AREA IS BEING INCREASED TO PROVIDE SHELTER FROM THE -So SL-) - STORM DRAINAGE SYSTEM �o�G JETYEL=4.3' I LT FENCE DETAIL SUN FOR EXISTING ALLOWABLE 50 DINING PATRONS AS MOST OF THE EXISTING PAGE: 50 SEATS ARE CURRENTLY NOT PROTECTED FROM THE SUN. BLOCK CURB ��y� N.T.S. vQ DROP CURE -_ - -- - 20 10 O 40 80 160 GILDING CODE OF NEW YORK STA WALL GRAPHIC SCALE I" ° 401-01, r N I FLAN ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEST A� 0 * 0 EDITION), AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ALL AUTHORITIES N TREE I" = 40{-O'{ HAVING JURISDICTION. N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATIOIf ALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS iPROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EV'OENCE OF ACCEPTANCE OF THESE RESTRICTIONS. } LOAD SCHEDULE P.S.F. 1604.3.8 ALUMINUM, THE DEFLECTION OF ALUMINUM STRUCTURAL GENERAL NOT S: � MEMBERS SHALL NOT EXCEED THAT PERMITTED 5 1 Y AA ADM BC-2306 WIND 140 MPH EXP. B ENCLOSED PER FIGURE 1609 ALLOWABLE STRESS 1DE5lGN ���� �� / PERMITS NOTE: THE TOTAL AREA OF OPENINGS ON THE BUILDING 1604.3.6 LIMITS. DEFLECTION OF STRUCTURAL MEMBERS ENVELOPE (WALLS AND ROOF AREA) IS LESS THAN 1096 OF OVER SPAN, L SHALL NOT EXCEED THAT PERMITT D BY 2306.1 ALLOWABLE STRESS DESIGN, THE STRUCTURAL ANALYSIS AND CONSTRUCTION OF WOOD THE TOTAL AREA (ACTUAL = 4,996), BUILDING IS DESIGNED TABLE 1604,3 ELEMENTS IN STRUCTURES USING ALLOWABLE DESIGN METHODS SHALL BE IN ACCORDANCE WITH THE EACH PRIME CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE COVERAGE: AS AN ENCLOSED STRUCTURE, r d,g FOLLOWING APPLICABLE STANDARDS: PUBLIC LIABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, WORKMAN'S CONSTRUCTION L 5 OR W D + L - 10.0802615: AMERICAN FOREST 4 PAPER ASSOCIATION. COMPENSATION, ETC,, IN AMOUNTS AS SPECIFIED BY THE LOCAL DEPARTMENT OF BUILDINGS AND DEVELOPED:, DESIGN WIND PRESSURE PER ASCE 1-10, NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION EACH PRIME CONTRACTOR SHALL OBTAIN AND PAY FOR ROOF MEMBERS: - AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. ALL REQUIRED PERMITS, PRIOR TO COMMENCING ANY WORK. BUILDING CLASSIFICATION = IV PER ASCE 1-10, TABLE III MEMBERS SUPPORTING MASONRY L/600 - - SEISMIC FACTOR IE = I PER ASCE 1-10SUPPORTING PLASTER CEILING L/360 L/360 L/240 - AITC 104 TYPICAL CONSTRUCTION DETAILS C ONT C-}-`/1� NOTES: SNOW FACTOR 15 = 1 PER ASCE 1-10 SUPPORTING NONPLASTER CEILING L/360 L/3(oO L/240 - AITC 110 STANDARD APPEARANCE GRADES FOR STRUCTURAL GLUED LAMINATED TIMBER I ✓ WIND FACTOR 1W = 1 PER ASCE 1-10 NON SUPPORTING CEILING U180 L/180 L/120 - AITC 112 STANDARD FOR TONGUE-AND GROOVE HEAVY TIMBER ROOF DECKING I. EACH PRIME CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL JOB CONDITIONS, DIMENSIONS AND DETAILS - AITC 113 STANDARD FOR DIMENSIONS OF STRUCTURAL GLUED LAMINATED TIMBER PRIOR TO CONSTRUCTION, THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS WHICH WOULD EXT. WALLS 4 INT. PARTITIONS - AITC III STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD • INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF CONSTRUCTION, GROUND SNOW LOAD = 20 PSF PER FIGURE 1608.2 WITH BRITTLE FINISHES - L/600 - SPECIES 2, CONCEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE CONSTRUCTION AND BONY SNOW LOAD FACTORS WITH FLEXIBLE FINISHES - L/120 - - AITC 119 STRUCTURAL STANDARD SPECIFICATIONS FOR GLUED LAMINATED TIMBER OF HARDWOOD AROUND CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE FIRE-STOPPED IN ACCORDANCE WITH 2015 IBC. EXPOSURE (CE) TABLE 1608.1 SPECIES 3. DRAWINGS ARE NOT TO BE SCALED: DIMENSIONS TO GOVERN, PROJECT COORDINATOR SHALL BE NOTIFIED OF ANY THERMAL (CT) TABLE 1608,3.2 1605.3 LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN, DISCREPANCIES. IMPORTANCE (U TABLE 1604.5 - AITC A190,1 STRUCTURAL GLUED LAMINATED TIMBER 1608.3.1 BASIC LOAD COMBINATIONS. - AITC 200 INSPECTION MANUAL 4, SPECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, EXISTING WHERE ALLOWABLE STRESS DESIGN (WORKINCz STRESS DESIGN) AS - AITC 500 DETERMINATION OF DESIGN VALUES FOR STRUCTURAL GLUED LAMINATED TIMBER � IMPROVEMENTS AND UTILITIE=S. DESIGN SNOW LOAD = PF = ,1(GEXCTXI) PG 5. EACH PRIME CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL REQUIRED PER ASCE 1.98 SECTION 1.3,1,4,1.5,1.6 + 1.1 PERMITTED BY THIS CODE, IS USED, STRUCTURES AND PORTIONS - TRUSS PLATE INSTITUTE, INC, - TPI I-1995 NATIONAL DESIGN STANDARDAA FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION o n THEREOF SHALL RESIST THE MOST CRITICAL EFFECTS RESULTING FROM BARRICADES TO PERMIT SAFE PASSAGE DURING CONSTRUCTION, _ .1 (IXIXIX45) = 31.5 PSF _ 6, NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND ARCHITECT, SUBMIT USE 32 PSF THE FOLLOWING COMBINATIONS. - AMERICAN SOCIETY OF AGRICULTURAL ENGINEERS, N n - ASAE EP 484,2 DIAPHRAGM DESIGN OF METAL-CLAD, POST-FRAME RECTANGULAR BUILDINGS SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING TO THE ENGINEER AND ARCHITECT ROOF DEAD LOAD = IS pSF COMBINATIONS Of LOADS: - ASAE 559 DESIGN REQUIREMENTS AND BENDING PROPERTIES FOR MECHANICALLY LAMINATED PRIOR TO COMMENCEMENT OF WORK. PSF 'FORMULA 16-1) COLUMNS I, ALL MATERIALS ARE TO BE NEW AS SPECIFIED HEREIN, ANY USED FIXTURES OR USED MATERIALS ARE NOT TOTAL = 80 PSF D IS P I - APA - THE ENGINEERED WOOD ASSOCIATION. ACCEPTABLE. D + L 18 + 20 = 38 PSF 'FORMULA 16-8) 8. EACH PRIME CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS, AND FLOOR LOADING D + L + 5 I8 + 32 = 50 P5F (CONTROLS) 'FORMULA 16-9) - PLYWOOD DESIGN SPECIFICATION LL = 100 PSF PER TABLE 1601.1 D + W + S IS + (-11.52) + 32 = 32,48 PSF 'FORMULA 16-10) - PLYWOOD DESIGN SPECIFICATION SUPPLEMENT I - DESIGN 4 FABRICATION OF PLYWOOD CURVED BUILDING MANAGEMENT. 0.6D + W 0,6D + 34,16K !FORMULA 16-IU PANELS. 9, EACH PRIME CONTRACTOR SHALL MAKE GOOD AT HIS OWN EXPENSE FOR GLASS BROKEN DURING CONSTRUCTION. 0,6D + O,IE 0,6D = 16,415K (CONTROLS) !FORMULA 16-12) - PLYWOOD DESIGN SPECIFICATION SUPPLEMENT 2 - DESIGN 4 FABRICATION OF PLYWOOD - LUMBER 10. UPON COMPLETING OF ALL WORK BY EACH PRIME CONTRACTOR, AND OTHERS, EACH PRIME CONTRACTOR SHALL BEAMS, CLEAN ENTIRE BUILDING INCLUDING GLASS, MIRROR, INTERIOR AND EXTERIOR WINDOWS, FLOORING, CARPETING AND 1605.4 SPECIAL SEISMIC LOAD COMBINATIONS - PLYWOOD DESIGN SPECIFICATION SUPPLEMENT 3 - DESIGN 4 FABRICATION OF PLYWOOD STRESSED ALL OTHER FINISHED SURFACES 4 PRESENTED AS NEW. 1,2D + FL + EM = 91.413 (CONTROLS) (FORMULA 1(o-19) SKIN PANELS. 11, ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE GLASS TO BE REMOVED, 0,9D + EM = 91.409 CFORMULA 1(o-20) - PLYWOOD DESIGN SPECIFICATION SUPPLEMENT 4 - DESIGN 4 FABRICATION OF PLYWOOD SANDWICH 12. ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND COLOR MATCHES PANELS. OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHALL BE BROUGHT TO THE ATTENTION OF - PLYWOOD DESIGN SPECIFICATION SUPPLEMENT 5 - DESIGN 4 FABRICATION OF ALL PLYWOOD BEAMS, THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO INSTALLATION. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - EWS T300 GLUCAN CONNECTION DETAILS 13. ALL MANUFACTURERS INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY, ALLOWABLE - EW5 5560 FIELD NOTCHING AND DRILLING OF GLUED LAMINATED TIMBER BEAMS 14, REMOVE ALL DEBRIS A7 END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN AND WELL KEPT ENVIRONMENT STRUCTURAL MEMBER DEFLECTION - EWS 5415 DATAFILE: GLUED LAMINATED BEAM DESIGN TABLES FOR THE STAFF, RAFTERS HAVING SLOPES GREATER L/180 - EWS X450 GLULAMS IN RESIDENTIAL CONSTRUCTION 15, FRAMING, CONCRETE, ROOFING, HVAC, PLUMBING AND ELECTRICAL CONTRACTORS ARE RESPONSIBLE FOR SIGN- THAN 3 / 12 WITH NO FINISHED CEILING - EWS X440 PRODUCT AND APPLICATION GUIDE: GLULAMS. OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. ATTACHED TO RAFTERS - EW5 R540 BUILDERS TIPS: PROPER STORAGE AND HANDLING OF GLULAM BEAMS CONTRACTOR NOTE,.' (GON'T): ROOF TRUSSES L/360 � V) I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING CODES INTERIOR WALLS AND PARTITIONS H/180 O AND ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT, FLOORS AND PLASTER CEILINGS L/360 N 2. THE EACH PRIME CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT P--1 r: TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE EACH PRIME CONTRACTOR ALL STRUCTURAL MEMBERS L/240 (Y ;�i SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB EXTERIOR WALL WITH PLASTER OR H/360 O CONDITIONS, STUCCO FINISH 3, EACH PRIME CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED LLI IN THE WORK WILL BE NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREIE FROM FAULTS AND DEFECTS FOR A EXTERIOR WALLS - WIND LOADS L/240 X z PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY, WITH BRITTLE FINISHES a O 4, THE ENGINEER, THE OWNER AND THE CM SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE EXTERIOR WALLS - WIND LOADS L/120 WORK, AND HE SHALL NOT BE RESPONSIBLE FOR THE EACH PRIME CONTRACTORS FAILURE TO CARRY OUT THE WORK IN WITH FLEXIBLE FINISHES a � lzll co ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR NOTE: L = SPAN LENGTH, H = SPAN HEIGHT OMISSIONS BY THE EACH PRIME CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS AND/OR THE BUILDING a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES THE COMPONENT AND AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. 01 5. SEE SPEC FOR INSURANCE 6. NOT USED 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE CREOSOTED. lu 8, ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED AS PER MCNYS. H S. HEATING TO BE DESIGNED TO PROVIDE 10 DEGREES F. WITH OUTDOOR DESIjGNED AIR-TEMPERATURE OF 0 DEGREES F, (TABLE 1104.3) AND 15 MPH WIND, fRE&D VEfRIFICATION 4 INSPECTION OF STEEL CONSJfRUCTION 10. PLUMBING INSTALLATION TO COMPLY WITH PCNYS AND THE SEWAGE DISPOSAL SYSTEM TO MEET HEALTH REFERENCED BAYS DEPARTMENT STANDARDS, VERIFICATION AND INSPECTION CONT, PERIODIC ARCHITECT: STANDARD REFERENCED 11, NOT USED X APPLICABLE ASTM I. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, 12. ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION MAT'L SPECS. FiLla NUTS AND WASHERS: /� `' CONSTRUCTION CODE, ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL 'EXTERIOR DOORS TO HAVE INSULATED A, IDENTIFICATION MARKING TO CONFORM TO ASTM - AISC ASD: A. l.. �.T CORES. STANDARDS SPECIFIED IN THE APPROVED SEC. A3.4 - ➢' 1 J, ,`,,' 13, THESE DRAWINGS AND ISPECIFICATION5 ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY Of THE CONSTRUCTION DOCUMENTS, AISC LRFD: ENGINEER AND ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE M/-IDE IS EXECUTED OR NOT. THEY MAY NOT BE B. MANUFACTURERS CERTIFICATE Of COMPLIANCE REQUIRED. SEC. 43.3 USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION Of THE ENGINEER, 14. THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, EACH PRIME CONTRACTOR OR LOCAL BUILDING DEPARTMENT, 2, INSPECTION OF NIGH-STRENGTH BOLTING: AISC LRFD: 1104.3.3 A. BEARING - TYPE CONSTRUCTION X SEC. M2.8 ��• p3()S26 odt.� B, SLIP-CRITICAL CONNECTIONS DANIEL A. SUTLER, R.A. THE INSTAL I I�l(S' _ 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: - ASTM A 6 OR 1108.4 INSTRUCTIONS FOR TINE I TAL A. IDENTIFICATION MARKING TO CONFORM TO ASTM ASTM A 568 STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION A, ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMP50N (WOOD DOCUMENTS. ASTM A 6 OR ~ Q CONSTRUCTION CATALOG - C-2009), INCORRECT FASTENER QUANTIT'V, SIZE, TYPE, MATERIAL, OR FINISH MAY B. MANUFACTURERS CERTIFICATE OF MILL TEST REPORTS. ASTM A 568 0 O CAUSE THE CONNECTION TO FAIL, 16D FASTENERS ARE COMMON NAILS (8 GA x 3 1/2 ) AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA x 3 1/4") UNLESS OTHERWISE SPECIFIED. _ _ � B. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE A MATERIAL VERIFICATION Of WELD FILLER MATERIALS: - AISC. ASG: SEG. O A, IDENTIFICATION MARKING TO CONFORM TO ASTM 43,6 AISC LRFD: C14N � BOLT DIAMETER (PER THE 1991 NDS, SECTION 8.1.2.1.), STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION SEC. A3,5 z z C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION, DOCUMENTS. O U _ Lu Q D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY OSHA, B. MANUFACTURERS CERTIFICATE OF COMPLIANCE REQUIRED. E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES AND 3 j SAFETY PRECAUTIONS, WELDING SHOULD BE IN ACCORDANCE WITI-1 A.W.S. STANDARDS. > IX F, PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT ANED INJURE THE OPERATOR OR OTHERS. NAIL 5. INSPECTION Of WELDING: TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE A• STRUCTURAL STEEL: I, COMPLETE AND PARTIAL PENETRATION PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. GROOVE WELDS. X EF-z-I z u.i O FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT, 2, MULTIPA55 FILLET WELDS AWS DLI 1104.3.1 IX n O r G, JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND- THE GAP BETWEEN THE JOIST END AND THE 3, SINGLE PASS FILLET WELDS > 5/16" X �+ Q Z to O HEADER SHALL NOT EXCEED 1/8" PER 45TM TEST STANDARDS. 4, SINGLE PASS FILLET WELDS < OF = 5/16 } H, FOR HOLDOWN5, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT FLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH 5, FLOOR AND DECK WELDS X X � N SSI FUTURE WOOD SHRINKAGE, CARE SHOULD BE TAKEN TO NOT OVER-TORQUE B. REINFORCING STEEL: X AWS DI,3 }-- O O CONSIDERATION GIVEN TO POSSIBLE I. VERIFICATION OF WELDABILITY OF REINFORCING STEEL z N u- THE NUT. OTHER THAN ASTM A 106 2, REINFORCING 5TEEL-RE515TING FLEXURAL AND AXIAL V N FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, X AWS DI,4 1903.5,2 AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED AGI 318: 3.5.2 N � 0 01 � AFTIa �NT ND SHEAR REINFORCEMENT, tn ., 4. OTHER REINFORCING STEEL. X z , X N zz 1J l 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR - X U O `� COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: Q A. DETAILS SUCH AS BRACING AND STIFFENING B, MEMBER LOCATIONS TIO ,3,2 C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION, PAGE: NOTE: ALL INSPECTORS + INSPECTIONS ARE TO BE HIRED BY AND PAID FOR BY OWNER. THE ARCHITECT / ENGINEE IS NOT RETAINED FOR INSPECTIONS. lb A� 0 . I co N r N N O N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE E i(CLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS iPROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVICE,4CE OF ACCEPTANCE OF THESE RESTRICTIONS. i 1 2 3 3 2 1 ' " 12 CEDAR SHINGLE ROOFING 12 2 (o CEDAR PERGOLA G,� K CLAD PERGOLA FRAMING r - - - - ----- - - --- r _ T.O. COLUMN 7 99 - T.O91 - 011 . COLUMN I � 12" H54G COLUMN COVER OVER EXISTING CONCRETE SLAB TO BE GUT AT EACH STEEL COLUMN COLUMN TO ALLOW FOR FORMING AND POUR OF �4 GRADE EXISTING CONCRETE SLAB TO BE GUT AT EACH CONCRETE FOUNDATION AND FOOTING TO A MIN, 3'-0" I � . FILL AND COMPACT WITH NEW COLUMN TO ALLOW FOR FORMING AND POUR OF EXISTING POURED CONCRETE I BELOWBACKI a /1__CONCRETE FOUNDATION AND FOOTING TO A MIN, 3'-0" SOIL. POUR NEW P.C. SLAB TO MATCH EXISTING, z BELOW GRADE. BACKFILL AND COMPACT WITH NEW I PATIO TO REMAIN o SOIL. POUR NEW P.C. SLAB TO MATCH EXISTING. i I I I I I FIN. FL. / GRADE FIN. FL. / GRADE I I _ 0' _ O" I I I O z I I O Z T I T I T I _ � I I I LI--T--IJ LI--T--J LI--T--IJ 01 B.O. FTG. rl--fi -- i cn -3' - 0" L-----J L-----J --t--J _ B.O. FTG. NOTES: -3' - 07'-"7)V INSTALL NEW CEDAR SHINGLES FOR 140 MPH WIND SPEED AND THE REQUIREMENTS OF THE 2015 IRC AND THE CEDAR SHAKE AND SHINGLE BUREAU, S I1�E (RIGHT) ELEVATION SIDE C�E�T� E�E�,�TIO1�1 3 1/4" = 1'—O" 2 ti A B C D E a - - 1 - - AR SHINGLE ROOFING O 1211 6" HALF ROUND GUTTER - - - - : - — r ro � I ``,, t 1 I - - - 2X6 CEDAR PERGOLA - - - ' J r r T L -- -- - r -,- - - -i--- _r - - L -----r I AZEK WRAPPED GIRDER X - \9 s . - - - - - _. __ - - - -__ - --._ --_- - --_ - -- - -- -• -__ - -L l 1 �- LU -- - _l r - , L ---- - - - - ---- r —r - J r T O T.O. COLUMN m i p q EXISTING CONCRETE SLAB TO BE CUT AT EACH 12 HB4G COLUMN COVER COLUMN TO ALLOW FOR FORMING AND POUR OF _ OVER STEEL COLUMN CONCRETE FOUNDATION AND FOOTING TO A MIN, 3'-0" I I I O � BELOW GRADE, BACKFILL AND COMPACT WITH NEW ' SOIL. POUR NEW P.C. SLAB TO MATCH EXISTING, Q' U! EXISTING POURED CONCRETE PATIO TO REMAIN I FIN. FL. / GRADE ARCHITECT: 70 I I I I I I I I I I I I \BRED A_'c r rl-- --I, I-- I --I m f�� A. L-- --J L-- --J L-- --J L-- -- r 1 — B.O. FTG. �`- -3' - 0' .'E,��2 ELEVATION � 0 1 26 N E -- DANIEL A. BUTLER, R.A. N m I 12" - -- I N Z O - - - - - - - - - - -- -- --- -..-, - - -- - -- t r 12 O r Lu - - N u — � u i - -- _ - - -- 111 - _ - - - — - - [ - - -- L --- -1 ------1 --' -- - - 1 J 7 � T -- l T r r lu - I --- r- W Oz � p T.O. COLUMN 9' - 0" l 0 N � � 0 N EXISTING CONCRETE SLAB TO BE CUT AT EACH W z d NLL LL COLUMN TO ALLOW FOR FORMING AND POUR OF I r 12" H54G COLUMN COVER [--I O V d) CONCRETE FOUNDATION AND FOOTING TO A MIN, 3'-0" OVER STEEL COLUMN N Im V BELOW GRADE, BACKFILL AND COMPACT WITH NEW W O SOIL. POUR NEW P.C. SLAB TO MATCH EXISTING. C14 z O !lt _ FIN. FL. / GRADE 0 p Q I I I I I 0 - V 0 I I I - I I I I - ' n1 rl-----I� r1-----11 L-- -- � L-- --J L-- --J _ B.O. FTG.- � -3' - off ONT ELEVATION A- 1 1 ,9 � M 0 1/4" = I'-0" N O a NN N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF.SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS IIPROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. .L I WEIGHTS OF MATERIALS: ' ( _ 114 I F,� t RR301.2,2,4 WEIGHTS OF MATERIALS. AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF (0.12 KN/M2) FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF (0,48 KN/M2) WIND SUBJECT TO DAMAGE FROM FOR FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY RR301,2,2, DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: FLOOD DWALL SHEATHING SEISMIC WINTER ICE SHIELD USE/ I, FIFTEEN PSF (0,12 KN/M2) FOR EXTERIOR LIGHT-FRAME WOOD WALLS, LIVE EAD GROUND SPEED EXPOSURE DESIGN FROST DESIGN UNDERLAYMT, SUCTION LOAD ROOF UPLIFT LOAD OCCUPANCY HEIGHT IJYPE OF 2. FOURTEEN PSF (O,SI KN/M2) FOR EXTERIOR LIGHT-FRAME COLD-FORMRD STEEL WALLS. GATECGONY WEATHERING LINE TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD GLASS, COI STRUCTION 3. TEN PSF (0.48 KN/M2) FOR INTERIOR LIGHT-FRAME WOOD WALLS. SNOW LOAD (MPH) CATEGORY DEPTH 4, FIVE PSF (0,24 KN/M2) FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS, 41 II MODERATE SLIGHT TO PERIMITER EDGE ZONE = 31,2 psf EDGE ZONE = 29.1 psf S.F,D. �� TYPE VB 5, EIGHTY PSF (3,83 KN/M2) FOR 8-INCH-THICK (203 MM) MASONRY WALLS, 20 per 140 B C SEVERE 30 TO HEAVY MODERATE 11 YES ZONE X 40 psf 20 psf INTERIOR ZONE = 29,6 psf INTERIOR ZONE = 24,6 psf (ACCESSORY) 16-9 6, EIGHTY-FIVE PSF (4,01 KN/M2) FOR (o-INCH-THICK (152 MM) CONCRETE WALLS, EXCEPTION: ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF (1,19 KN/M2) SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN ACCORDANCE WITH TABLE RR301,2,2.4, RR406 SOIL BEARING: TABLE 8402.2 SOIL: BEARING CAPACITY FOR THIS SITE IS BASED ON TEST HOLES BY OTHERS AND HAS MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETERR406.1 CONCRETE AND MA 0NRY FOUNDATION DAMPPROOFING. EXCEPT WHERE REQUIRED TO RR406.3 DAMPPROOFING FOR WOOD FOUNDATIONS, WOOD FOUNDATIONS ENCLOSING HABITABLE OR BEEN DETERMINED TO BE 2,000 P61 (SW,SP) PER TABLE R401,4,1 OF THE 2020 RESIDENTIAL BE WATERPROOFED BY RR466,2, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH RR406,3,1 CODE OF THE NEW YORK STATE. MINIMUM SPECIFIED HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED FROM THE THROUGH RR406,3,4, COMPRE51VE STRENGTH (F'C) TOP OF THE FOOTING TO THE FINISHED GRADE, MASONRY WALLS SHALL HAVE NOT LE65 THAN RR406,3,1 PANEL JOINT SEALED, PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED 3/8 INCH (9.5 MM) PORTLANDI CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL, THE FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A MOISTURE-PROOF SEAL UNDER WEATHERINNG POTENTIAL PARGING SHALL BE DAMPPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD THE CONDITIONS OF TEMPERATURE AND MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED, (1,63 KG/M2) OF ACRYLIC MOO�IFIED CEMENT, 1/8-INCH (3.2 MM) COAT OF SURFACE-BONDING I.- MORTAR MORTAR COMPLYING WITH A TM C 881 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN RR406.3,2 BELOW GRADE MOISTURE BARRIER. A (o-MIL-THICK (0,16 MM) POLYETHYLENE FILM SHALL BE � TYPE OR LOCATIONS OF RR406.2, CONCRETE WALLS APPLIED OVER THE BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO BACKFILLING, CONCRETE STRUCTURES NEGL ISLE MOD RATE VE SHALL BE DAMPPROOFED B APPLYING ANY ONE OF THE ABOVE LISTED DAMPPROOFING JOINTS IN THE POLYETHYLENE FILM SHALL BE LAPPED 6 INCHES (152 MM) AND SEALED WITH ADHESIVE, z W MATERIALS OR ANY ONE OF HE WATERPROOFING MATERIALS LISTED IN RR406.2 TO THE THE TOP EDGE OF THE POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A SEAL, _° 0 BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 A 00 2,5 C EXTERIOR OF THE WALL, FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM MECHANICAL DAMAGE AND EXPOSURE BY � ^_ EXPOSED TO THE WEATHER A PRESSURE PRESERVATIVELY TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT C 88406,2 CONCRETE AND MA ONRY FOUNDATION WATERPROOFING, IN AREAS WHERE A HIGH GARAGE FLOOR SLABS 2,500 500 00 WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR SEVERAL INCHES ABOVE FINISH GRADE LEVEL AND EXTENDING APPROXIMATELY 9 INCHES (229 MM) FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES BELOW GRADE, THE JOINT BETWEEN THE STRIP AND THE WALL SHALL BE CAULKED FULL LENGTH PRIOR BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 25 3 0D 3,000 D LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING FROM THE TO FASTENING THE STRIP TO THE WALL. OTHER COVERINGS APPROPRIATE TO THE ARCHITECTURAL OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER TOP OF THE FOOTING TREATMENT MAY ALSO BE USED, THE POLYETHYLENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE Z2,500 3,000 E 3,500 D' E TO THE FINISHED GRADE, THE MEMBRANE SHALL CONSIST OF 2-PLY HOT-MOPPED FELTS, 55 WOOD FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL OR CRUSHED STONE WEATHER, AND GARAGE FLOOR SLABSPOUND (25 KG) ROLL ROOK G, 6-MIL (0,15 MM) POLYVINYL CHLORIDE, 6-MIL (0,15 MM) FOOTING, FOR 51: I POUND PER SQUARE INCH = 6,895 KPA, POLYETHYLENE OR 40-MIL (I MM) POLYMER-MODIFIED ASPHALT, THE JOINTS IN THE MEMBRANE RR406,3,3 POROUS FILL, THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL BE A. AT 28 PSI. SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATERPROOFING BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS, UP TO A HEIGHT OF I FOOT (305 MM) B, SEE TABLE R301,20U FOR WEATHERING POTENTIAL, MEMBRANE, ABOVE THE FOOTING FOR WELL-DRAINED SITES, OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING EXCEPTION: ORGANIC SOLVENT BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED POORLY DRAINED SITES, THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND (13,6 KG) DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTED. ASPHALT PAPER OR 6-MIL (0,15 MM) POLYETHYLENE TO PERMIT WATER SEEPAGE WHILE AVOIDING D, CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) HYDROCARBONS, KETONS AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT. OLY5TYRENE FORM MATERIAL. PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX INFILTRATION OF FINE SOILS. E, SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT, COATINGS, MORTARS AND PARGINGS ARE PERMITTED TO BE USED TO SEAL ICF WALLS, COLD 88406,3.4 BACKFILL. THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH THE SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449, HOT ASPHALT SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION, SHALL BE APPLIED AT A TE PERATURE OF LESS THAN 200 DEGREES, 1' - O" A5 REQ'D, / - - - I - - - - - I - � � M O \\ I / (4) 3/4" HOLES FOR O W ri r \ / 5/8" THRU BOLT - a V r 1 ,/ - - - - sl II II EX\\I��T N X GI'll - , ''_ 0 � - I 1/4 THK, x 8 TALL \ �FRAME�B IL I �'iE L �l - 1. , . Q I_ 3 I� m � �O _ --X- ANGLED BEAM POCKET W TO RECIEVE BOTH GIRDERS W/ (4) 5/8" - ' • : . ' '_ _ '. � X z 1L E.._, THRU BOLT PER GIRDER. O O 1 1 ( \— 1/4" WELD I WELD TO STEEL COLUMN. . ' 11 MM HOT DIP GALVANIZED, • ' • .. - . : F-�-1 ° I I I \ _ LU W • . O (L WK (13 ❑ ` ❑ 41 - 611 ^L-'�11 -, - 1. ° ° 1 1 T5 6"x6"x3/8" WITH ;' . - - _ •I . N N N I 1 I I 1/2" THK, BASE PLATE _ - _ �1 - - p - . - - 12I — I - L ' O" 24' O" 24' - O" ' . 14•' ,O .. - ��T � ., 1 / I - - - - - 1-x•_1 - � \ F -, - I - �, _� . , , . _ . �- . I , .. .. - - , �, � - - ,.- I . H__.� - O\ 1. 1 . ,— — — . ,, I— _ 2 . . : ) -_ A . 1. - RC+•IIT CT- 1 . 1. E 11 3 11 II . 1 1/z = 1 -0 : ' .: , ` I . ' - ,q_ rte, ;'., . ; ��\ A. g� J , ' . _ li ' _ - • • , . , . F2 HBO COLUMN .COVER-WITH TS6 x6 x3/6 , , 1 . rfC� � /� , :, . . - " . - - - - , W/ I/2 ,BA$E..PLATE * O r \ . _ 1' - oil ,. - " - ;, ' . . .. . , - _ . . : ON'24"x24" P'.C, PILLAR 1346E ON I I � 4r4,. I - � ' i I I' - r . !I . 11 II 11 - - - it II 11 v - . . - +�• �'� •\ 1 t 1 1/2 9 1 1/ 32 x32 x8 P>C: FOOTI,NCi TY6'IGAL. PRDYJDE , , - ' m 4t t, __sz ' '. - . I = ' :' 'S1Mf'SON."CC' TYPE:COLUMN CAP-; a��1 �1„� - C' — . , - . �. Fes;: . r ' w - - - - - . . , . .. . , - . , . . r!. . - .. . 4 off . �:. . _ . I . - -• • f, . • - , . :I. DANIEL A. SUTLER, R.A. ” z " • - • 1 4 - 3/4 m HOLES FOR M . - , . I - A-2.1 3 5/8 ANCHOR BOLTS O i= . - ' - - ' - " _ EXI5iING P,C,.SLAB' " , . - - = e0Lcn ''o . . I - I O Fes- (a In 1. 1. 1. TS 6x6 x3/8 WITH cv (Y V. _ • :. • - , .. ' - . - • .. . .EXISITNG-P,C,,SLAB . " N N O I/2" THK, BASE PLATE _ ll]-la ` .. . ' - . I. .- - . , . ' : ' , . . . 1. ` . I .1 ' , (•. 1. ol : - -. ' 1 ' to = _11 :O : - "' _ - . - 4 }- �- z, 1. 1. cv z N CA . . LU - . • Q . - . - . . . . -, =t 13 0 al } • . EXISTING CONCRETE.SLAB 'TO BE CUT AT-EA'C4 : . . , I . ' . " • . . - . ` • . • -• � =1 � , " .. _ m z O • - ', COLUMN:TO ALLOW FORFORMING AND=611R'OF -' 1 . . . . ' P-i �` H O (� . I 11 CONCRETE FOUNDATION. A4 p FOOTING TO- A'MIN; 3--0 . . . " • , • • '• ~ Q . :. . _ . . . •. : ,. BELQIU. GRADE,=BACKFILL AND COMP 4CT'CUITH .NEW : ; - :�- ' - I . . A- ' I . I . . . . - . O u, Q •-: - . . • . . - I - ,- .. . ,. SOIL,. POUR NEW P;I SL4 TO.MA - , EXISTING: - , . , - . , . ; , .. . - - ' , : , . ' . . . , �"'� z Lll O TS 611 611x3/8" WITH , " I 1 . . - I , , - . , . . . • .- - . , ' - " . - � � O - � _ x ° r lu 1/211 THK. BASE PLATE1-1 I . . • - " . . . • - . , • .. . . ,- . - . ` ' • . - � � 'd z ° a) N � — — - fr 1 — __T d) F_ LINE OF DECKING ABOVE - - - - '5 r U NCIA oIL , Z - A:;�, / I - / f/ O A% � NN • - • .. NON-SHRINK GROUT I I I I 1' - O" I 1' - O" N V IL TS6"x6"x114" W/ f/411 BASE PLATE ON 24"x24" P.C. ILL4R BASE ON P ,b www,di stn cli.com M •• d NEW Yz CI1Y or ww cal1811,com its O 32"x3211x8" P G. FOOTING &I,I615�AND (for other states) N Z •• I 12' - o" 24' - o" 24' - o" 14' - o" 800-272-��80 811 O fQ z (4) 5/8" ANCHOR BOLTS Tq � , N U O -4 ►11 I 14' - 011 —� Q By law,excavators and contractors For safety reasons,homeowners working In the five boroughs of are strongly encouraged to call New York City and Nassau and as well when planning any type LSufFolk Counties on Long Island of digging on their property, PAGE: must contact 41- 1ct us E D C s B A I-800-212-4480 or 811,gat least 48 directly at 11--800-212-wners can 4480 or A-2.1 * hours but no more than 10 working by calling 811,the national call days(excluding weekends and before you dig number.For legal holidays)prior to beginning excavation work completed on 2E any mechanized digging or personal property, It Is the excavation work to ensure contractor's responstbiitty--NOT O underground lines are marked, the homeowner's-to contact Aa co x � FOUNDATION I�}^ J( t t Oi ' J( Excavators and contractors can DlgNet. Having utility lines `0 N 2 f/�\ PLATE DETAIL � A I I I\`I1 71�� also submit locate requests online, marked prior to digging �• 1 1/2" = 1'-0" through ITIC. If you do not Free or charge, „ , i, currently use ITIC,please call N 1/4 = I'-O" 1-800-524-1603 for more N Information. Q rl- - � N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 11 i I,gBLE R30L7be 1-3/4"A4" ML, RIDGE a /� �+ ���� ��Oi ' ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1 / 2 TYP, ROOF CONSTRUCTION B /� A CALCULATION: ALLOWABLE 12" -CEDAR ROOF SHINGLES /`� COVERED ROOF: 1,431 S.F. STRUGTUAL. MEMBER DEFLECTION 12 -300 ROOFING FELT PERGOLA (NORTH). 282 S,F, RAFTERS HAYING SLOPES GREATER THAN 3:12 6 6" -3/4 GDX PLYWOOD ROOF SHEATHING PERGOLA (SOUTH): 480 S,F, L/ISO I -2x12 R,R, m 16 O.C. WITH FINISHED CEILING NOT ATTACHED TO RAFTERS �. 2-2X6 COLLAR TIES AT 48" O.C, AZEK GLAD BEAM, SOFFIT INTERIOR WALLS AND PARTICIANS H/180 _ AND FASCIA FLOORS L/360 ' CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER 8" HALF ROUND GUTTER L/360 T.O. COLUMN _ T.O. COLUMN AND STUCCO) 4x16 POWER BEAM GLAD WITH AZEK CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM L/240 9- - 0,, 70 BOARD) 2' - 6" 12" B4G COLUMN COVER WITH TS6"x6"x3/8" ALL OTHER STRUCTURAL MEMBERS L/240 I O W/ 1/2 BASE PLATE EXTERIOR WALLS - WIND LOADSa WITH PLASTER OR PROPOS ON 24 x24 P,C, PILLAR BASE ON H/36 0 0 COVERED , 32" 32"x8" P.C, FOOTING TYPICAL, PROVIDE STUCCO FINISH EXTERIOR WALLS - WIND LOADSa WITH OTHER BRITTLE (OPEN AIR) SI PSON 'GC' tYPE COLUMN CAP, FINISHES H/240 PAVILLION EX STING CONCRETE SLAB TO BE CUT AT tR a d I I Ed1C. H COLUMN TO ALLOW FOR FORMING I ' EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES H/120 AND POUR OF CONCRETE FOUNDATION I � AND FOOTING TO A MIN, 3'-0" BELOW o LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 GRADE, BACKFILL AND COMPACT WITH S FIN. FL. / G_RAD E NEW SOIL. POUR NEW P.C, SLAB To 7_f3 FIN. FL. / GRADE " NOTE: L = SPAN LENGTH, H = SPAN HEIGHT, O' - O" MATCH EXISTING, 0' - off a, FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD UDATION: SHALL BE PERMITTED TO BE TAKEN AS 0,1 TIMES THE COMPONENT AND CLADDING (ASD) LOADS OBTAINED FROM TABLE R301.2(2), 24" X 24" P.C. PILLAR BASE ON b, FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE 32" X 32" X 8" P.C, FOOLING, CANTILEVER. PROVIDE 04 REBAR At 8" O,C, CRISS CROSS IN FOOTING, c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF -I-r * I PROVIDE (4) +4 REBAR VERTICAL W/ *4 STUIRRUPS 12" c -}- I f( I t SUNROOM ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR � C I IOI�t � OO O.C. VERTICAL, AJC CTION f—'t� � �J.IS SANDWICH PANELS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR 1/4" - 1'-0" 4 1/4" = 1'-0" CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/118 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT, FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL_ LOAD DEFLECTION SHALL NOT EXCEED L/120, 60' - O" 16' - O" d, DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE ' LIMITED TO AN ALLOWABLE DEFLECTION OF H/180, e, REFER TO SECTION 8103,8,2, \ \ o I I = m O O _ W 3 — — — — — — — — — — — — - 4x10 POWER BEAM m T 4' _ roll 1. - 0 w }- \i�Z INfs G� 4 EXISTING POURED CONCRETE PATIO N `Q .4 A1 X Lu z u- - — — —3x8 o 48" O,C, Lu ►gy p w sA ,4) 0 El El N wDEl 0 I I IN `9 O a 1 3x8 6 48" O.C, O tj) LINE OF ROOF ABOVE c) �O — — — — — %DIt ----- ---------------- ---------------- ---------------------- --------------------- ., _ ---------------- ---- -------- - ----- �-I lu r - 3x8 48" O,C, — — — 1— 4x10 POWER BEAM 4x16 POWER BEAM 416 POWER BEAM — ' I ARCHITECT: EXISTING POURED I i 12" H54G COLUMN COYER WITH r---�-. CONCRETE PATIO " ; �� 3x8 � 48 O,G, TS6x6 x3/8 W/ I/2 BASE PLATE ; 3x8 48" O,C, — —I- — " n — -+-- — — — — — r�C� ON 24 x24 P,C. PILLAR BASE ON _ �o p 32 x32 x8 P.C, FOOTING TYPICAL. �Q 21 - (oil 2' - 6" t +i, PROVIDE SIMPSON 'CC' TYPE ` u COLUMN CAP, ^�� I O m 3x8 48 O,C, OI O( w O U1 U) 61 3x8 48" O,G_ cv I cA tlJ tlJ \ I tr v l It I (L I-- I I ( / 4 I-- � �- ' O A-2.1 O u i \ i wI w I tr QI `r 1 d I / DANIEL A, SUTLER, R.A. O O 0 3x8 o 48 O,G, w w w ' w - � — — ' — 2x12 � 16 O.C. — � � — � � � � — � —3x8 � 48 O,C_ � O uj N ---I- d �TQ' I-3/4"xl4" ML, y -- V I--— V I — 2x]2 ,9 16" O,G. �= w l� d d I O O OI O I R1 GE �1 11 �1 \ Itu U 3x8 48 O,C, i p[ // I X cam. XI X1 N `4I `9 I `4 I �'sr�,\ Q1 N 3x8 48" O,C, �'- — — �' — ✓ ( N "1 V N I N N N N '��, ff — ...}� — — — — — Q— C(� I 0 � N I N I N I Lu Ii—"� N z p l Ll Nir "\w — — — —+ — \ y \ I ii I � • • O U�' pp z IQO}U 3x8 6 48 O,G, EXISTING POURED CONCRETE PATIO Z pi x 3x8 � 48 , , � �� - — — — — 0-0- 10, - roll 4 4x10 POWER BEAM -- 4x16 POWER BEAM LU � z � O 4x16 POWER BEAM � p / = ; 4x10 POWER BEAM 1 Luz O Q } O N - ----- ---------------- - O ------------ --------------------- --- LINE OF ROOF ABOVEi O z I I TS6"xb"x3/8" IU/ 1/2" BAS PLATE ON 2444" P.C. PILLAR BASE ON O 32"x3211x8" IP,G, FOOTING " 1 - O 12 - O 24 - O 24 - O 14 - 011 1 - O N M O I i 16' - o" FLOOR FLAN A�2 ,9 0) T N N O N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. N f '74 r F U_ � z a s N LLI M In 2x4 CONTINUOUS LATERAL BRACE AT 6' O,C, —TRUSS OR CEILING JOI5T • ENDWALL JOIST 2-I0d NAILS -F GABLE END TRUSS— A A I BLOCKIN BLOCKING EXTERIOR OR BEARING WALL SECTION A-A I 10-Sd TOP PLATES NAILS I J� �+ 5d COOLER NAILS AT 10" O.G, OO BRACING AT Irl AYS 2"x4" BLOCK NAILED TO EACH STUDocooco o (WFCM FIGURE �'�� BRACE WITH 4-I06 NAILS NOTCH GREATER THAN ) 5096 OF THE PLATE WIDTH GYPSUM BOARD W N BORED HOLE MAX 6666° r DIAMETER 6050 00 16 GAGE (0,054") AND 1.5" WIDE 5d COOLER NAILS AT 1" O,C, ,� (� m OF STUD DEPTH METAL TIE ACROSS AND TO EACH 20 GAUGE STRAP O 5/6" MIN, TO EDGE SIDE OF THE NOTCH WITH 8-16d 10-8d NAILS W m X NAILS EACH SIDE W I !� 5/8" MIN, TO EDGE H x z NOTCH MUST NOT EXCEED TOP PLATES — 8d NAIL AT 4" O.C. ENDWALL STUDS 4696 OF STUD DEPTH CIS �-- - _ ---- - G A5LE ENDWALL 5RACIN1G� O PIPE N 12" MAX. (WFCM FIGURE 3,la) BORED HOLES SHALL NOT BE LOCATED IN THE SAME NAILS BASED ON yd� GROSS SECTION OF GUT OR SHEAR WALL REQUIREMENTS uj NOTCH IN STUD TOS' PLATE FRAMING TO � }- JACCOMMODATE ATE PIPING I DI CEILINGAPHRAGM CENTER 2x BLOCKING DIARCHITECT: NOTCHING AND 50RED HOLE LIMITATIONSREQUIRED ON SHEATHING JOINT e 15/32 WOOD STRUCTURAL PANELS B�T FOR INTERIOR NON 5 EAR I N (S W f-4LL� ON GABLE FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS It/ Q "► (WFCM 2001 85C HIGH WIND EDITION) CC RAFTERS AND CEILING . JOISTS OR APPROVED GA5LE ENOWALL, eALLOONI FRAMING �� G . 16d NAIL AT 24 O,C. G'I'PSUM BOARD ��' 03082`' ROOF TRUSS PREFERRED METHOF TOP PLATE SECOND STORY SEE PLATE- DAl`t!EL A. SUTLER, R.A. SEE DRILLING AND • NOTCHING PROVISIONS � JOIST IS PERMITTED TO - WOOD STRUCTURAL PANEL � Q BE In OR NOTCHED INSTALLED IN ACCORDANCE WALL STUDSEE DRILLING AND- Sd NAIL AT 6" O,C, 4 WITH NAILING SCHEDULE C14 O FLOOR JOIST- BETWEEN THESE LIMITS ROOF DOUBLE TOP TOP PLATES (ALL PANEL EDGES) (TABLE 3.1 WCFM HIGH WIND EDITION) SEE DRILLING AND FRAMING PLATE 6� BOTTOM PLATE NOTCHING PROVISIONS — NOTCHING PROVISIONS �� — WFCM SECTION 3.4,1.1.1 Sd NAIL AT 12 O.C. ON ALL WFCM SECTION 3,3.1.1 I 7 1/3 SPAN 1/3 SPAN FRAMING MEMBERS NOT ATO JOIST ENDS TO BE PANEL EDGES C1' z y BLOCKED AGAINST z STUD o T IPP E O v O - Q ROTATION IN ACCORDANCE -� �a)�UTSIDE CORNER DETAIL lU WITH WFCM 3,3,1,3-END RESTRAINT TUD STU TO RAFTER CONNECTION U — FOR BLOCKING AND 3,3,1,4 BRIDGING HEAD OR FLOOR TO FLOOR CONNECTION `1 H O 9 �` DEPENDING ON CONDITION, SEE c�1 BAND JOIST AND BRIDGING }- O 9 BORED HOLE MAX TOP PLATE DETAILS ON SHEET l OF l THIS SET —G'I'PSUM BOARD �/1 Q �" O ~ DIAMETER 40�o OR BLOCKING SEE WFCM SECTION 3,3 , jL OF STUD DEPTH BEARING Sd NAIL AT 6" O,G, • • 1 HEADER TO STUD (ALL PANEL EDGES) ►--i Q 5/8 MIN. TO EDGE WALL FULL LENGTH z u.j O HEADER STUDS WALL STUDS E"-� O z O 5/8" MIN, TO EDGE LAP JOIST 3 IN, MIN, NOTE: w } O BOTTOM PLATE UPLIFT CONNECTION IS REQUIRED - WOOD STRUCTURAL PANEL O \ NOTCH MUST NOT EXCEED BAND JOIST / -------- - - - - - - - - AT EACH END OF HEADER AND INSTALLED IN ACCORDANCE k5 H cv N OR BLOCKING " WITH NAILING SCHEDULE T_ U -- 25�o OF STUD DEPTH AT BOTTOM OF HEADER STUDS IN 16d NAIL AT 24 O,C, z -NQ UPL,FT i ADDITION TO CONNECTORS AT (TABLE 3,1 WCFM HIGH WIND EDITION) O 3 � NOTCHES SHALL NOT BE j JOIST o � � � � � � � z LOCATED IN MIDDLE ONE-THIRD SILL PLATE ! ! CONNECTOR ! ; WALL STUDS AND AT TOP AND Sd NAIL AT 6" O,G, ON ALL v d) OF STUD LENGTH ° ° RbQuIRtb BOTT M OF CRIPPLES — IF HOLE IS BETWEEN 40% AND 600 ° CRAWL SPACE SUBFLOOR p FRAMING MEMBERS AT PANEL N U OF STUD DEPTH, THEN STUD MUST BE OR BASEMENT EDGES AND 12" O.C. ON ALL 3 O BORED HOLES SHALL NOT ° ` FOUNDATION ° STUD TO PLATE r FRAMING MEMBERS NOT AT t BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO PANEL EDGES SUCCESSIVE STUDS ARE DOUBLED ° /FOUNDATION N O CROSS SECTION OF GUT OR AND SO BORED HEADER TO STUDS: USE LSTA 18 W/14 10d NAILS (b�JN$IDE CORNER DETAIL N � z NOTCH IN STUD STUD TO PLATE/FOUNDATION: O PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET): USE DSP W/8 IOd NAILS IN STUD AND 4 IOd NAILS IN PLATE U O Q (OPENINGS GREATER THAN (o FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET l -� BEARING WALL EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT PAGE: �4 (NIC WALLS CONNECTIONS FOR OPENINGS UJ FOR EXTEF.IOR LLS AND 5E � (WFC,M 2001 65C HIG>,--I WIND EDITION) A � Lp N 0 N O N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE 2304.9.1 TABLE 2304.9.1 UPLIFT - CONTINUOUS PATH CONNECTORS FASTENING SCHEDULE FASTENING SCHEDULE USE SIMPSON STRONG-TIE CONNECTORS CONNECTION FASTENINGap LOCATION CONNECTION FASTENING"" LOCATION FOLLOW PRODUCT SELECTION GUIDE AND INSTALLATION MANUAL FOR HIGH WIND RESISTANT 1, JOIST TO SILL OR GIRDER 3 -ad COMMON (2-1/2" x 0.131") TOENAIL 20, 1" DIAGONAL BRACE TO EACH 2 - ad COMMON (2-1/2" x 0.131") FACE NAIL CONSTRUCTION CATALOG C-HWO2 3 -3" x 0,131" NAILS STUD AND PLATE 2 - 3" x 0,131" NAILS ANCHOR BOLTS IN FOUNDATION USE: 3 -3" 14 GAGE STAPLES 3 - 3" 14 GAGE STAPLES 55TB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-tie NOTES FOR SPACINGn 2 - ad COMMON (2-1/2" x 0,131") 21. 1" x 8" SHEATHING TO EACH z CS16 11/ COILED 2, BRIDGING TO JOIST TOENAIL EACH END BEARING 3 - ad COMMON l2-I/2 x 0,131 ) FACE NAIL SILL PLATE TO RIM JOIST USE: `° STRAP WIN MIN 12" 2 - 3" x 0,131" NAILS LTP4 16" O.C. AT EXTERIOR PERIMETER . OVERLAP AT EACH 2 - 3" 14 GAGE STAPLES 22, WIDER THAN 1" x 6" SHEATHING ) FACE NAIL USE 4 ad NAILS AT EACH END AND GARAGE/HOUSE COMMON WALL C14 ' STUD 3, 1" x 6" SUBFLOOR OR !LESS TO 2 - ad COMMON (2-1/2" x 0,131") FACE NAIL TO EACH BEARING 3 - ad COMMON (2-I/2 x 0,131 EACH JOIST GARAGE STUD TO GARAGE SILL PLATE USE: ; 23, BUILT-UP CORNER STUDS 16d COMMON (3-1/2" x 0,162") 24" O,C, SSP CONNECTOR AT 16" O,G, 4, WIDER THAN I" x 6" " ") FACE NAIL 3" x 0,131" NAILS 16" O.C. USE 4 ad NAILS AT EACH END 3 - ad COMMON (2-I/2x 0,131 SUBFLOOR TO EACH JOIST 3" 14 GAGE STAPLES 16 O,C, RIM JOIST TO STUD CONNECTION USE: ° MTS 12, 16" O.C, i9 457impson Strong-Tie 5, 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3-1/2" x 0,1(02") BLIND AND FACE NAIL 24, BUILT-UP GIRDER AND BEAMS 20d COMMON (4" x 0,192") 32" O,C, FACE NAIL AT TOP AND BOTTOM USE 4 ad NAILS AT EACH END 3" x 0,131" NAIL AT 24" O,C, STAGGERED ON OPPOSITE SIDES MTS3OC OR CS16 114" 3" 14 GAGE STAPLE AT 24" O.C. FLOOR TO FLOOR CONNECTION USE: Simpson _ - COILED STRAP 6. SOLE PLATE TO JOIST OR 16d (3-1/2" x 0,135") AT 16" O.C. Stron Tie MSTA 36 16" O,G, g BLOCKING 3" x 0,131" NAILS AT 8" O.C. TYPICAL FACE NAIL 2 - 20d COMMON (4" x 0,192") USE 4 Sd NAILS AT EACH END CS16 I%'' COILED STRAP - AT EACH ROOF RAFTER � FACE NAIL AT ENDS AND AT EACH n USE 8-J6d NAILS AT 3" 14 GAGE STAPLES AT 12" O,C, 3 - 3 x 0,131 NAILS FOR CANTILEVER CONDITION USE MT612, 16 O.C. 16 O,C, USE 4-861 NAILS SOLE PLATE TO JOIST OF' BLOCKING 3 - 16d (3-1/2" x 0,135") AT 16" O.G, 3 - 3" 14 GAGE STAPLES SPLICE USE 4 ad NAILS AT EACH END -EACH END W AT EACH STUD � �- z AT BRACED WALL PANEL. 4 - 3" x 0,131" NAILS AT 16" O,C, BRACED WALL PANELS RAFTER TO STUD CONNECTION USE: MIN OVERLAP IS 21" -}- } s 4 - 3" 14 GAGE STAPLES AT 16" O,C, 25, 2" PLANKS 16d COMMON (3-1/2" x 0,162") AT EACH BEARING MTS 12, EACH ROOF RAFTER I STUD TO ROOF RAFTER ER �a �� II USE 8 16d NAILS AT EACH END FLOOR TO FLOOR CONNECTIONS CONNECTION �I� I y�I 1, TOP PLATE TO STUD 2 - 16d COMMON (3-I/2" x 0,162") END NAIL 26, COLLAR TIE TO RAFTER 3 - IOd COMMON (3 x 0,148 ) FACE NAIL RAFTER TO RIDGE 70 RAFTER CONNECTION USE: CO I V t V ECT I O I�l 3 - 3" x 0.131" NAILS 4 - 3 x 0,131 NAILS CS20 USE 8-8d NAILS IN EACH END 3 - 3" 14 GAGE STAPLES 4 - 3" 14 GAGE STAPLES AT EACH ROOF RAFTER 4 - ad COMMON (2-1/2" x 0,131") 2l, JACK RAFTER TO HIP 3 - lod COMMON (3" x 0,148") DECK POST TO CONCRETE CONNECTION USE: 8, STUD TO SOLE PLATE 4 - 3" x 0,131" NAILS TOENAIL �� TOENAIL 4 - 3 x 0,131 NAILS P5544A FOR EACH POST - USE 14 - 16d NAILS 3 - 3" 14 GAGE STAPLES 4 - 3" 14 GAGE STAPLES DECK POST TO GIRDER CONNECTION USE: 2 - 16d COMMON (3-1/2" x 0,162") END NAIL 2 - 16d COMMON (3-1/2" x 0,162") PC44 FOR EACH POST 1/2" SPACING 3 - 3" x 0,131" NAILS 3 - 3" x 0,131" NAILS FACE NAIL ALLOWS 3 - 3" 14 GAGE STAPLES 3 - 3" 14 GAGE STAPLES GIRDER To DECK JOIST CONNECTION USE: MTS12 ,w EACH JOIST HOLDDOWN - BLOCKING AT 16d (3-1/2" x 0,135") AT 24" O,C, 2 - 16d COMMON (3-1/2" x 0,162") INSTALLATIO 24" O,G, ALLOWS 9, DOUBLE STUDS ,� FACE NAIL 26, ROOF RAFTER TO 2-BY RIDGE TOENAIL PORCH POST TO DECK USE: H " O,C. 3 x 0,131 NAILS AT 8 O,G. 3 - 3 x 0,131 NAILS SIDEWALL� INSTALLATIOWN- N 3" 14 GAGE STAPLES AT 8" O,G, BEAM 3 - 3" 14 GAGE STAPLES 2 - AC4 - USE 14 - 16d NAILS 16d (3-I/2" x 0,135") AT 16" O.C. 2 - 16d COMMON (3-1/2" x 0,162") PORCH POST TO GIRDER USE: 2 - AC4 HOLDDOWN ENDWALL 3 - 3 x 0,131 NAILS FAGS NAIL USE 14 - 16d NAILS o CORNER STUD 10, DOUBLE TOP PLATES TYPICAL FACE NAIL (HDU5)3 x 0.131 NAILS AT 12 O,C. 3 - 3" 14 GAGE STAPLES 0 o 0 3 14 GAGE STAPLES AT 12 O,C, PORCH ROOF RAFTER TO GIRDER USE: CONNECTED TO 8 - 16d COMMON (3-1/2" x 0,16211) MTS 12 AT EACH ROOF RAFTER o DOUBLE TOP PLATES 12 - 3" x 0,131" NAILS LAP SPLICE 29, JOIST TO BAND JOIST 3 4 -- 3 3" x 0,131 COMMON (3" x 0,162")NAILS FACE NAIL oC"A TRANSFER SHEAR On 12 - 3 14 GAGE STAPLES HOLDDOW ' 0 2-16d COMMON 4 - 3" 14 GAGE STAPLES (HDU5 0 NAILS AT 10" O,C, • 3 - ad COMMON (2-1/2" x 0,131") 2-16d COMMON o II, BLOCKING BETWEEN JOISTS TOENAIL �� �� c{1 OR RAFTERS TO TOP PLATE �� 30, LEDGER STRIP 3 - 16d COMMON (3-I/2 x 0,162 ) 3 - 3 x 0,131 NAILS NAILS AT 6" O,C, CORNER STUD n1 ,i 4 - 3" x 0,131" NAILS FACE NAIL o o CONNECTED TO 3 - 3 14 GAGE STAPLES 4 - 3" 14 GAGE STAPLES ® TRANSFER SHEAR r 12, RIM JOIST TO TOP PLATE ad (2-I/2 x 0,131 ) AT 6 O,C, TOENAIL 6d �� �� �� 31, WOOD STRUCTURAL PANELS AND I/2 AND LESS � � 3 x 0,131 NAILS AT 6 O,G, PARTICLEBOARD r' b 2-3/8" x 0,113" NAIL / 3" 14 GAGE STAPLES AT 6" O,C, SUBFLOOR, ROOF AND WALL 11 1-3/4" 16 GAGE' 13, TOP PLATES, LAPS AND 2 - 16d COMMON (3-1/2 x 0.162 ) FACE NAIL SHEATHING (TO FRAMING) 19/32 TO 3/4 Sd OR 6d X INTERSECTIONS 3 - 3" x 0,131" NAILS 2-3/8" x 0,113" NAIL w 3 - 3" 14 GAGE STAPLES 2" 16 GAGE P WALL I [�-I X Z 14, CONTINUOUS HEADER, TWO PIECES 16d COMMON (3-I/2" x 0,162") 16" O.G. ALONG EDGE SINGLE u- 1/8" To I"- 11 ad a e HOLD DOWN 5RACKETS AT 8HEAR WALL ► � O� � O SUBFLOOR-UNDERLAYBMENTT TO ION 11/8 TO I I/4 IOd OR ad CORIVERS1 AND WINDOW AND DOOR ,CFENINGS h�� 14) 15, CEILING JOISTS TO PLATE 3 - Sid COMMON (2-I/2 x 0,131 ) TOENAIL FRAMING) 3/4 AND LESS 6d Cj 3: 0 5 - 3� x 0,131 NAILS 'i/8" TO I" Sd e [--� �- O � 5 - 3 14 GAGE STAPLES 1-1/8" TO 1-1/4" loci OR Sde (FLOOR TO FLOOR 4 FLOOR TO � c4 16, CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2-1/2" x 0,131") TOENAIL 1/2" OR LESS 6d r N cYl 32, PANEL SIDING (TO FRAMING) FOUNDATION;WFCM FIGURE 3.Sa 4 3.Sb� Simpson Strong-Tie Il, CEILING JOISTS, LAPS OVER 3 - 16d COMMON (3-1/2 x 0,162 ) FACE NAIL 5/8 ad, A. U210 2X6 PARTITIONS (SEE SECTION 8,10,4.1 AT EACH RAFTER Simpson Strong-Tie MIN., TABLE 230 ° �I 4 - 3" x 0,131" NAILS 33, FIBERBOARD SHEATHING g 1/2" NO, 11 GAGE ROOFING NAIL AC4 4-IOd x I I/2" 1� 2308,10,4,1, TABLE 2308,10,4,1) 6lu NO, 16 GAGE STAPLE d COMMON NAIL (2" x 0,113") AT EACH POST RIDGE TENSION STRAP NOTE: w 4 - 3" 14 GAGE STAPLES 0820 USE 8-Sd NAILS I--� 3 - 16 x d COMMON (3-1/2" 0,162") h IN EACH END AT 18, CEILING JOISTS TO PARALLEL FACE NAIL 25/32" NO, II GAGE ROOFING NAIL ATTACH LEDGER TO MIN,, TABLE 2308,10,4,1 EACH ROOF RAFTER FRAMING MEMBER RAFTERS (SEE SECTION 2308,10,4,1. ad COMMON NAIL (2-1/2"x0,131") WITH 2-1/2" X 5" LAG TABLE 2308,10,4,1) 4 - 3" x 0,131" NAILS NO, 16 GAGE STAPLE ARCHITECT: 4 - 3" 14 GAGE STAPLES BOLTS AT 16" ON _ CENTER ARC, 19, RAFTER TO PLATE (SEE 3 - ad COMMON (2-1/2" x 0,131") TOENAIL 34, INTERIOR PANELING 1/4" 4d SECTION 2308,10,1, TABLE:. 2308,101) 3 - 3" x 0,131" NAILS 3/8" 6 d '` Simpson Strong-Tie C.) P BUTi�; 3 - 3" 14 GAGE STAPLES \/ U210 2X6 Q\ " r RAFTER / AT EACH CEILING JOIST FOR SI: 1 INCH = 25,4 MM, a, COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED, 4-IOd x 1 I/2" b, NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT (o INCHES AT SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE, FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING, S)` 030$ �� �� RIDGE BE T E pF N{�- c, COMMON OR DEFORMED SHANK (6d - 2 x 0.113 . Sd - 2-1/2 x 0,131 ; IOd - 3 x 0,148 ). JOIST HANGER REQUIRED d, COMMON (6d - 2" x 0,113"; ad - 2-1/2" x 0,131"; IOd - 3" x 0.148"), o AT CATHEDRAL CEILINGS Simpson Strong-Tie - ° _ °° ° DANIEL A° SUTLER, R.A. e, DEFORMED SHANK (6d - 2" x 0,113"; ad - 2-1/2" x 0,131"; IOd - 3" x 0,148"), 2" MINIMUM LSSU OR EQUAL U210 2X6 f, CORROSION-RESISTANT SIDING ((od - 1-1/8" x 0,106"; ad - 2-3/8" x 0.128") OR CASING ((od - 2" x 0,099"; ad - 2-1/2" x 0,113") NAIL, SIDECOVERAT EACH DECK/PORCH JOIST ° Impson Strong-Tie RIDGE CQ g, FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING, SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 4-10d x 1 1/2" }�- INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS, P15644 4-10d Q DETAIL h, CORROSION-RESISTANT ROOFING N1�ILS WITH l/16 AT EACH POST FOOTING TYPICAL FORCH/DECK - INCH - DIAMETER HEAD AND I-I/2 - INCH LENGTH FOR I/2 - INCH SHEATHING AND I-3/4 - INCH LENGTH FOR 25/32 - INCH SHEATHING, PORCJ� COLUMN CONNECTIONS I i, CORROSION-RESISTANT STAPLES WITH NOMINAL l/16 - INCH CROWN AND 1-1/8 - INCH LENGTH FOR 1/2 - INCH SHEATHING AND 1-1/2 - INCH LENGTH FOR 25/32 - INCH SHEATHING, PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH LEDGER CONNECTIONS 01 AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED), O J, CASING (1-1/2" x 0,080") OR FINISH (1-1/2" x 0.012") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, - cv Z N � k, PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, Simpson Strong-Tie (] I, FOR ROOF SHEATHING APPLICATIONS, ad NAILS (2-1/2" x 0,113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS, N-2,5 CLIPS w 16" O,C, 13/4" MINIMUM_ ° O U _ O � lU m, STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF l/16 INCH, BP -1 } USE 9-861 NAILS EDGE DISTANCE n, FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS, F- z O o, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE: SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF AT EACH STUD P O O I_ SHEATHING, Simpson Strong-Tie _ 0- 14 p, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS, GS16 Ii4"COILED STRAP - 16" O,C, I--I Lu _, 0 q USE 4-Sd NAILS AT EACH STUD, z ui O WRAP UNDER SILL PLATE MIN I� q Z O O O OVERLAP IS 12 4 " �� W } NOTE: °° le N ° STRAPS MAY BE z U �� - 00 "o PLACED EITHER U d N 13 ° UNDER OR OVER SEE PLAN 00 0o SHEATHING p `- U g 3 O 0 D c D Simpson Strong-Tie 6ST528 WITH BP O D C D L� D 15 ' D D . D r a COR o a c 5OLT DETAIL L n 00 `Y <7 4o SILL PLATE TO °° � � ° � Z_ � RIM JOIST AND RIM � WA To � ;� o c o � � Q JOIST TO STUD FOUNDATION A3 ,810)o CONNECTION CONN CTIONS c N 0 N C N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.