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HomeMy WebLinkAbout47702-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#: 47702 Date: 4/20/2022 Permission is hereby granted to: Cam _bell, Jeffer 253 Musketaq_uid Rd ..............__........... _ ............_._�_.... Concord, MA 017.4.2 .__....... _......._aa........� __.W.� To: Construct porch additions and interior alterations at existing single family dwelling as applied for. At premises located at: Central Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 6.-3-9.4 Pursuant to application dated 3/15/2022 and approved by the Building Inspector. To expire on _ 10/20/2023..--- Fees: /20/2023. .Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $512.00 CO-ADDITION TO DWELLING $50.00 Total: .ww....._w.......... $562.00 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 htt�, : /ww <tt�ltldf. wat ' Date Received APPLICATION FOR BUILD114G PERMIT For Office Use Only PERMIT NO. 5�7M?� Building Inspector:,___ Applications and forms must be filled out in their entirety.Incomplete BUILD1 N»DEP applications will not be accepted. Where the Applicant is not the owner,an i N OF SOI,I°IµHO D Owner's Authorization form(Page 2)shall be completed. Date: 03 16>7 JDo2o2 OWNER(S)OF PROPERTY: Name: ,le Zi/e,, 4 l SCTM# 1000- 006/ , ` ", ,lOj 9y Project Address: &v /A whs /V,%r �R• '' S.3o2 Phone#: 63/— 7'Ys— 7YIV Email: Mailing Address: 300 /04wh Wr-1 ,�?, S3e2 �� �k N� 04,790 ............-,..................__ w.. _.._..._�.. ...................._. ......................—........._..., ...�...__.............-----.-..-.�.! __..--,------ .�.._w.� _............_........... CONTACT PERSON: Name: �`lQ Z a, PS ih Mailing Address: Jro� K LF/!Go�lbZ •j�1j ,S Gn /�y Q�tc�6,;215— �� FO Phone#: G 3/— ��'►��_ �S Email: ------------- ,Z4.�c�S Cvrj✓a�r�l/A Cr /yJ,gv�, C��w1 DESIGN PROFESSIONAL INFORMATION: Name: V- ✓i �cnr! �r ,�lr Mailing Address: 33 ani-o-? s-V (10 ,4-ma Rv4o r✓,,V- D0/Oe Phone#: JEmail: �/Q/bcr'T�R/,�191, . 4,W CONTRACTOR INFORMATION: Name: z�-S 1�"H .1nL Mailing Address: sots ICO—X /G7,C o-74)o2 111:;Le-s ..LS�n� /�f/ U-6no Phone#: G3/— / F-6-_ �'�s�' Email: z�p� s 4"T� �@ ' 4wov ,.�....,,,,,._.. �. ......... _ _............_,..,._, .......,- -..,— _ ..1._.i!_!_�i. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure XAddition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ C 224W ODU, DU Will the lot be re-graded? Dyes XNo Will excess fill be removed from premises? ❑Yes XNo 1 ------------- PROPERTY INFORMATION Existing use of property: . Intended use of property„ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesXNo IF YES, PROVIDE A COPY. heinlS®®3t After Reaidirag: The owner/contractiorjdeslgn prnfasslonal is responsible for all drainage and storm water Issues as provided by ptar 236 of the Town Cada.APPlIfJ1TION 1S HEREBY MADE to the 8uiiding t partment fad the issuance of a Building Permit pursuant to the Building Zone l)rdlnence of the Town of Southold,Suffolk,County,New York and other applieable taws,ofdi or Regulations,for the construction of buildings, additioro,alterations or for removal or demolltlon as herein described.The applicant agrees to '' pf^y with ail applicable laws,ordinances,building code, hausing code and regulations and to admit authorlxed lrrspe�tors on premises and in bullding(s) ossary Inspections.False statements made herein are punishable as a less A misdemeanor pursuant to Section 210 A5 of the NeW York State Penal Application Submitted By(print n me): '✓` /"� C1dAuthorizedant ❑Ow Ag mer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF W, ,� d — � being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract)above'named, (S)he is the & p4 (Contractor,Agent, orporate 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 hlsA;e,-knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of /`°LON 202;L 4tary Pubilc -�t�fzPa2�z-a � (Where the applicant Is not the owner) I, EZLEAJ Clgml2(EL.L residing at '23� �'►�GISKE%¢GZUi� 4D C0 VCp2 D �,4/f do hereby authorize s ��N77��c7ii✓G LAJt!'. ... to apply on my behalf to the Town of Southold Building Department for approval as described herein. 1 Owner's Signature Date jEFF,QEY C'4MMEL1— ELLEN O-My\e6L511- Print Owner's Name 2 / cn 00 N TABLE OF CONTENTS 04 w 04CAV B _ _ 0 uM F— C-) F— u W � + N Lu� SHEET TITLE c/) S A \ D ry o A0.0 COVER • • (s. A1.0 SITEISURVEY PLAN,BY OTHER • Q b `� A2.0 BASEMENT PLAN • • N O A2.1 FLOOR PLANS • • A2.3 ROOF PLAN • • �n A3.0 SOUTH&EAST ELEVATIONS • • V) A3.1 WEST ELEVATION&SECTION • � A4.0 BUILDING SECTIONS • • E2.1 FIRST AND SECOND FLOOR ELECTRICAL PLANS • S1.0 STRUCTURAL • �, S1.1 STRUCTURAL • S1.2 STRUCTURAL • N S2.1 STRUCTURAL • N S22 STRUCTURAL • S2.3 STRUCTURAL • q•,��raeerr�, .•�'���.�R'C A,RCIt 'dgr,� ��+'a4�.�'+ �tr••r• rFCI SSA • r APPROVED AS NOTED � } "`� ' DATE: s�0•aa- 3.P.# tlb NOTIFY BUILDING DEPARTMENT AT 765.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW i I � YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ^ M H A V x V A 2 VIEW FROM SOUTH EAST W W ' A EXISTING HOUSE ON CONCRETE PIERS O I CV � � I I C 0 H N 20'-6" cl) NEW LAUNDRY CLOSET W A A R F � W E MAR 1 5 2022 a BUILDING DEPT TOWN OF SOUTHOLD H U 1 LOCUS PLAN 1 /16" = 1 '-0" Drawing Copyright 0 2015 QSITE 33 Wilbur Cross Way,Mansfield,CT 06268 W S17E G 101 East River Drive,1st Floor C East Hartford,CT 06108 860-885-10551 www.chacompanies.com WEST HARBOR SITE DEVELOPMENT PLAN PREPARED FOR: \ JEFFREY CAMPBELL & ELLEN CAMPBELL \� LOCATION MAP SCALE 1 MUNNATAWKEI AVENUE (FOUND) CENTIQ,q \�� & CENTRAL AVENUE S 19.3542" w FISHERS ISLAND, 32.00' RK SUBJECT TO A 10' MADE UTILITY EASEMENT MAP REFERENCES NEW THE CENTER LINE BEING THE LINE E \\ ` 1. SITE PLAN PREPARED FOR PETER & MEREDITH P. RUGG; OF EXISTING UTILITY SERVICES UT, EM NT ?5, VE _ MUNNATAWKET AVENUE; FISHERS ISLAND, NEW YORK; DATE: MAY i Ioo�` - ,, _.__ _ - 06, H -�"`�� E 12, 2000; SCALE: 1"=20'; SHEET 1 OF 1; CHANDLER, PALMER & POLE N/F v #176 �, POLE \ KING; NORWICH, CT. MAP 1000 SECTION 006 UGN 89•35'42" E #177 POLE o N/F BLOCK 3 LOT 9.3 ����`"-" '�\ 112.79' #179 `r \ MAP 1000 SECTION 006 2. MINOR SUBDIVISION PLAN - PROPERTY OF EDITH DILLON OG N 5303 65 EDSON; CENTRAL AVENUE; FISHERS ISLAND, NEW YORK; EDWARD TRIPPE W BLOCK 4 LOT 5 189.03 PREPARED BY: CHANDLER, PALMER & KING; NORWICH, MON. S �� ALFRED L. FERGUSON �\. CONNECTICUT; SCALE: 1"=40'; DATE: DECEMBER 11, 1992; I_\I (FOUND) �3.5j.20" E \ ADDITIONS & REVISIONS TO JULY 26, 1995. ory� �\ 91.55• \ 10.18 13j 30' \ NOTES. � \ _ �oF \i/ N F 3S•57. \ %I 6� \.\ 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND I F,OG MERE5TONE �3 PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE MAP 1000 SECTION 006 POLE (FOUND) s �� \\. BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND BLOCK 3 LOT 9.4 #178 �t� \ THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. S 74!48'330 E \I%t� � �oo 1 • r- AREA=3.94± ACRES �• ��,� �t. 01 �' o. W 326.93 \I,t' S 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 25.00 �? �,. N 5228.24 �I� 6d LO \ MON. (171,538± S.F.) r0. �'- PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (FOUND) O 3 (te \i% �"�1• \\ LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. PLANTER 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK N/F SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. MAP 1000 SECTION 006 �y,�s���E ���, 02 , MON. N o I BLOCK 3 LOT 4 (FOUND) c 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST R A waAnoN OF uw ANY ,txss THEY ARE FI GETAWAY LLC �v ��\O PROPOSED o 3 r* m I AND GEODETIC SURVEY TRIANGULATION STATION PROS „C,I�THE C LICIDGM SAL s-� COVERED DECK �// I "VEYOR TO ALTO AN nDA RI ANY NAY.IF AN ITEM BEARING THE OR LAW o �o �e°j! 3 0 ' I - 5. SITE IS IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY TAX STAMP OF A ut�D PROFESSIONAL IS ALTERED,THE ALTERING f^ ENCRIEER,ARCHITECT.LANDSCAPE ARCHITECT OR LMS f /- s o PROPOSEp ti O� o l N I MAP 1000, SECTION 006, BLOCK 3, LOT 9.4 AND BLOCK 4 LOT 6. suRVEYDR SHALL srAt1P THE DDcuLwETrT AND rNcumE,HE SCREENED .�/o,' z NOTATION•ALTERED BY MLOWM BY T"SMATURE,1HE b J f7 N I DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION MERE;STONE Z. \ s� PORCH �� o C I - 6. SITE IS LOCATED IN ZONING DISTRICT R-80. o<1ex ALTIItADON (FOUND) / / �_ SEPTIC COVER `� Cn Z cr MAINTAIN A MINIMUM/ :^. D 7. PERCENT OF LOT COVERAGE PROPOSED- 2.2% N R' OF 5' FROM PORCH I N/F z I S �� / / �� TO SEPTIC STRUCTURE_ MAP 1000 SECTION 006 ! �J r' I 7450.45. f /O�� /BURIEDP5000 ASL _-' �°° BLOCK 4 LOT 6 w O .I 146.50• PROPANE TANK AREA=0.72± ACRES m 1 / _ N/F ': MON. 3 G .0 W I g M y P s 812 CID (31,325± S.F.) A\. MAP 1000 SECTION 006 (FOUND) �'�y-\�Op• �- ��0 260.00 pry RESTRICTED AREA o 1 BLOCK 3 LOT 3 S7•00! 65' 8.00„ - N 85.36'00" w m o MARK HOLZNER s g1�0 W ~ h' RIGHT OF WAY 45.78 o R=40.00 U)G,r`? N 68'19'59" WS 81 ' " WATER ELECTRIC �- 51.33' N, 0 31.44 SHUTOFF VAULT 207.82' i� rn JROD /; rn �� •26'00" (FOUND)\/ 239.85' I 81 r \ N 8636'00• W -- /- �I ,GENE GENERATOR 14% 19e1• 189.59' '\ �-- S 85.36'00" / 50.77 161.00 E 159'f // .` \I 1.RDDV7g 14!00" W -_R _ MON. �D (FOUND) S9� PAVEO D N 8�`7" E (FOU_ G w 5055'57 �- - N F N/F / i l (Fou�� 6��.y09 g9s MAP 1000 SECTION 006 MAP 1000 SECTION 006 / �i 5 BLOCK 3 LOT 8. 1 BLOCK 4 LOT 7. 1 a � ,00 � � JOHN DILLON / SUSAN DILLON, et. al. + I No. Submittal/Revision App'd By Date 6 + . O • o / I.ROD g 6 /p�6'S 1 PROPANE TANK RHS 01/04/2022 a (FOUND) �9 lk:1 00 �? 1-1 I.ROD N 4915.95Ld \ / `'-I (FOUND) �\ W 476.55 NIF I= MAP 1000 SECTION 006 --- }I BLOCK 3 LOT 8.2 of '9rL WILLIAM FISKE & LEGEND DIANA FISKE PROPERTY UNE I ISG ABUTTERS LINE -- J w w /`�` EDGE OF PAVEMENT a- EDGE OF GRAVEL - - Q TREE LINE PROPOSED PORCH EDGE OF LAWN o � NOW OR FORMERLY N/F in WATER VALVE pd 0 FIRE HYDRANT BOUNDARY POINT O MERESTONE ® Designed By: Drawn By: Checked By: I�-`u IRON MONUMENT -- RHS CB JI Issue Date: Project No: Scale: w 11-22-2021 073958 1"=40' m m Drawing No.: i 40 20 0 40 SHEET 1 OF 1 GRAPHIC SCALE IN FEET i 00 O r-+ N O U5 o w w � � b N I I I I I I I r-------------------------------'J------------------------ ---------- 70 AI D I �.,r.,,itt6Sn I ' I « 78' 10" i 16 -0 EXISTING PIERS,CONFIRM LOCATION ON SITE IF NEEDED i NEW PIERS,SEE STRUCTURAL i I +rtatta ' I I I I I I I I D D D I I I I I I I I I I I I � I � I � 1 i -- ------------ ------ ------------ ----ti I H I I III I I I I I I I I I i 1 H ❑ ❑ D ------------I 11 El 11 11 I I I rT1 I !I H I 1 I ❑ a a ElI D D ; WoDo I 'r--------------------------------------------------- V I I 1 I m m I I I � I I I I � I I I � I 0 Ej------------ D D D DC) I a I ~ � I L------i cn I ❑ I I I _N N I �-------------------------' I � \ - I I I I I I I I I I - I I O D D I I I I -------------------------I�------------------- i' I I I i w II � I I ----------------- -------------------------------- 1 I I I I I W N I I O I m I I I I I I I I I I I I -----------------� • tTS 00 _o j.J N � O 3-a O ov � p u N u " H W �=+ � = N o Q 0Lr) o / \ A4.0 b / DOWN 4 c� N \ / N � 1 L , ♦o:k Y,RiD AR-N,t lPr, ys�, M fY 4 EC OND FLOOR PLAN A3.1 " isazut- EXISTING GUARDRAIL TO REMAIN, i 1/4" = 1 ,—O" UNCHANGED 2 I I #100 S.E.DECK 1 1 I I I 1 EAVE OVERHANG I I NEW CONTINUE I WEATHERSTRIPPING EX'G EAVE -------- --- ------------------------------� I I I \ DOUBLE SLIDER MULLED WITH FIXED SINGLE \\ �\ NEW NEW NEW EDGE OF EXISTING DECK _________ � 1a 1b � �\ �, �.\ NI I #101 COVERED PORCH I ; STEEL COLUMNS, SEE STRUCTURAL I 30" SINK TRASH i ~ I I --------- ��� FN u 11 \`\ i i --------- I #104 LWISIDINING —E - - - I o00 0 0 DN \ I NEW vi Ll 0 0 0 i z i A3.1 A4.0 \\\ 3 3 V C� \ I DOWNDRA T VENT I _ I H #116 N.E.DECK #102 SCREENED PORCH \\ I I I I #103 NEW KITCHEN r, I #117 PRIMARY BEDROOM I I #115CONNECTOR o GAS STOVE, M VENTING PER MANUFACTURER, TBD 30"OV 27" 42" REF 18" PANTRY AB' ; I / I I Q a a Q W D BENCH #105 BAR _ ,�' i i A3.1 W o 0 0 EX'G CAB'T M I I 4 W J I V NEW =_______________ #106BATHRM#1 311 ° -------------------- 413'-11 112" 7'-113/4" T-113/4" + / WASHSTAND m m m #114 NEW LAUNDRY RM ° �; NEW 20'-6"FINISH 5'-3" HW t n II If I i up//� (5'-W MIN.) i SEPTIC LINE (� #118 BATHRM#2 114 ---------------- � W o cn ---------------- REPLACE DOOR % #201 CUPOLA i (D w NEW ELEC PANIC #108 ENTRY I t- v #119 DRESSING O , i # I '_ Li NEW POWDE M O #112 BEDROOM#3 ;/ H 1.07 BEDROOM#1 / \ #113 N.W.DECK S"h1.�1 OB REPLACE EX'G /' O \\ � VELUX T NELS cli AN N \ O REPLACE EX'G ' REPLACE EX'G O / OUTDOOR SHOWER AND ENCLOSURE / \\ \\ / #1 OBATHRM#3 ` DN \\O REPLACE EX'G FIRST FLOOR PLAN_ E O O \\ 1/4„ 1 ,_0„ REPLACE EX'G REPLACE EX'Gd #109 ENTRY DECK \ u E u') NEW z Q � —I W N O W 0 N a o z 0 0 ct 00 C, N O O uO U1,4 vJ w w cq U L Q � 'T t � cd N N A3.1 2 P {. « � 1 � 4� • �`•���Or I HE «�} �•�a ,aian�c�..r i i i EXISTING HIP NEW OVERFRAMED ROOF � H 10 10 A3.1 rTH W v 0 10 _ o A --- 4 o a V EXISTING VENT 1� O O W o O ~ � U w MOVE VENT Cl- CD W N N H � � A I II W U \ Q W 0 w o Z N O O H ti • cd 00 o 4-J o s..a o ° 4-Jo U VJ.J U o � o h w w OVERFRAME ROOF, _ clq o ASPHALT TO MATCH EX'G U r— ALIGN W/ EXISTING ROOF PLANE a '-? Q ILLi N NEW GUTTERS TO MATC H EX'G T/0 PLATE $' 3n i I i : I z REMOVABLE R N i SC EE r I .. x `r r i i t. • w c p .4 a PANELS CABLE RAIL ON NEW FIXED E_ FIXED Ye6t� c� DECK GUARDRAIL ' �I –'I NEW, SEE PLAN yQ • , am r IldE ye* r 1[ L NO CHANGE' TO reteeee . EXISTING RAILING 7WII NT0 I j : T/ FIN. DEC II -0' -4" -- II I I I I I I LATTICE OR BOARDS WHERE NOT COVERED BY SHRUBBERY 1 East Elevation rrTT11 1/4 = V-0)) C� W U H r \ ` A W V T/0 PLATE J 8' -Y I I" I ' I � �• , A NEW CABLE RAILING AT NEW PORCH ti I W � T U g g EXISTING RAI MAIN w E S G L ING TO REMAIN IST FL. SUBFL. I B I 0 - - - TIO FIN. DECK 0 4" — --- T/0 EX'G FOOTINGS .1. -51/4" +/- o I 211-2" If NEW PORCH - DOOR SCHEDULE V t— ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS Q No. MANUFACTURER MODEL No. STYLE MATERIAL WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS HARDWARE SET NOTES South Elevation w z � 1a ANDERSEN FWG3368S FRENCH DOOR-FIXED CLAD 3-2 314" 6-81 3-13/4" 6'-7112" 1314" MATCH EXISTING WALL D 1 /4" VV_0" 0 1b ANDERSEN FWG606SR FRENCHWOOD GLIDER CLAD 6'-0" 6'.8" 6-0" 6'-7112" 1314" I— No 2 SIMPSON F-7001 EXTERIOR DOOR WOOD 3-2112" 6-113/4" 3.0" 6'-9114" 1314" 3 CUSTOM SCREEN WOOD 3-0" T.8" 3' 0" T-7114" 11/4' 1 1 a W AN L CD I ENCIW�9D GLS " , " " " N U� w WINDOW SCHEDULE �. WINDOW ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS TYPE M)kNUFACTURER TYPE No. WIDTH HEIGHT WIDTH HEIGHT "U" VALUE EGRESS NOTES A ANDERSEN 400 SERIES:CASEMENT CXW135 T-0112" 3-5 318" 2'-11112" 3-4 718" 0.29 B ANDERSEN 400 SERIES:CASEMENT C14 2'-0 518" 4'-0112" 11-115/8, 4'-0" 0.29 Replacement,Confirm existing R,O, C ANDERSEN 400 SERIES-PICTURE P4040 3-6" 4'-0 314" 3-5" 4'-0114" 0.29 Replacement,Confirm existing R,O, • D ANDERSEN 400 SERIES:CASEMENT,PAIR C235 4'-0112" 3-5 318" 4'-0" 3-4 718" 0.29 E ANDERSEN 400 SERIES-GLIDER G44 14'-0" 14'-0" 3.11" 3-111/2' F ANDERSEN 400 SERIES-GLIDER G536 16-0" 3-6" 4'-11" 3-5112" i Cd _o 00 4-J N 4-J O L� 1 ' uu N 20'-5" v (n 'u NEW PORCH � o CIS U o H w w / U v Q n o r- SECOND FLOOR VELUX SUN TUNNELS-7— 1O' -4" - - - - T/0 PLATE N F- 81 -311 N El 7F- I I i I I : I � I I I n` I I I k v �, �, � ', � �, � ,, I,, I ', � �, '' '', �I II �I � I I' '', � I, ', , I. I ',, !, ', � � I I. i I ! ' �, I, �� � � � � ,•. ,r. off f 111 tt� I d I F.. f C : I f t I I t r , I � r I I +, r I v " I I w I I I i I I I I I I I I e 1ST FL. SUBFL. : I I I I I I I i I w I I I I I II ' I I i I : I I I I I I I I , n ,. I I R ae: I v* .s t f : I - - - - TIO FIN DECK � ��•� � rEiE �aarafft..�` 1 West Elevation 1 /4„ - 1 ' ASPHALT ROOF TO MATCH 16 BATT INSULATION CONTINROOF PLANE, OVERFRAME L�10 6 b n _ AlD PLATE FOR H �2X RAFTERS, MATCH EXISTING R\FTER SEAT SECOND FLOOR r LSCREEN PANELS EAVE TO ALIGN 10' -4" /— WITH EXISTING TIO PLATE BEADBOARD CE111111_ _ - TIO PLATE � 8 3 8 344 3/4.. ' EMOVAB REEN P NELSFIR W 1ST FL. SUBFL.of -Off 01 - 011 1ST FL. SUBFL. �j a a CABLE RAILI • H --- ----- - ------ ----- - — T/O FIN. DECK — — — — — — — — 5/0 IPE DE KING -- — — — — -0' -4" I'!N 2xa Jol rs, 16 O.C. 2X8 FLOOR JOISTS 16" O.C. EXISTING PIERS NEW PIERS, CONC. PIERS, SEE ST CTURAL SEE STRUCTURAL TIO EX'G FOOTINGS _ T/0 EX'G FOOTINGS -__ _ _ I -1' -51/4" - — — -1 -5114 - I _I 11=1 I I—III—IIIIIIIIIIII—III III—III—III—I 11=1 11=1 I I1 I I1 I II 11=1 l 1=1 I I1 11=1 11=1 I II i IIIIIIIIIII 11=1 I I1 I I—I 11=1 11=1 I I1 I I - � �� I ,% � I _ � ���I I S-�=BIO FOOTING W 71 -011V Cross Section — Porch - 1 /4" = 1 '-0" Long Section — Porch 2 1 /4„ A LLJ ---- W N EX'G VENT i i NEW 2"VENT o i EX'G VENT —moi I EX'G VENT ---•-i NEW 2"VENT ►i i ------ -�� NEW 2"VENT, i i - #' TIO PLATE U CONNECT TO EXISTING --- - -8,_311 W WEX'G BATHROOM#2 ` i EX'G BATH OM#3 i I KITCHEN EX'G BA H OOM#1 -1 (NO CHANGE) ,' i LAUNDRY (NO CHANd ) NI1W POWDER ROOM (NO CHA �E) ' � '�"' U l �/ ASH �I SINK IST FL. SUBFL. H w w TUB 1•.. -y ., \ TUB TUB 0' - 0,t CLEANOUT - - - - - - a"DRAIN PIPE, T/0 EX'G FOOTINGS 1/2"PER FOOT PITCH,MIN. mill -1' -51/4" :I�,n, rte, - - = _=-= _� _ _ _ ,� � _ ° f� 00 o 4-J N i-1 o O O 4.+ 4'•J 0 ami b,A cn r__�� r\r_�� 0 m P4 U o/r H w w 4 b N = NLn o LJ N N T/0 PLATE 8' - 3" tN.aiiifin p D AfiCki F to � C '� '1' rr # 4• r 1ST FL. SUBFL. •• "wf f r�'r 0' -0" TsairOr INE ,I4l T/0 FIN. DECK 4 _411 T/O EX'G FOOTINGS 711, 7- :7 11 1 -EII I M 7711 - -_ __ I I I I H 3 1 Section —AI W U CONTINUOUS H ROOF PLANE ALIGN EAVE WITH EXISTING A V 1ST FL. SUBFL.. x 01 - 011 �' V �T/O EX'G FOOTINGS A -l' -51/4" o I � � -777-7 cn cn W N N H � CN A � Connector /- Section — Porch 1 /4" - 1 '-0" 0 I V) W II CD U C� LSI u N Z � o N a — z M o ELECTRICAL SYMBOL KEY SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES C� 00 $ SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) — o THREE WAY SWITCH Q�usa DUPLEX RECEPTACLE OUTLET CEILING FIXTURE RECESSED •-J 3 n W/TWO USB PORTS O (RECESSED) DUPLEX RECEPTACLE OUTLET O CEILING FIXTURE (RECESSED $4 FOUR WAY SWITCH 9 w WATERPROOF O WALL WASHER) O $D SWTCH W/DIMMER GFIc DUPLEX RECEPTACLE OUTLET Z•� vi W/GROUND FAULT INTERCEPT CIRCUIT WALL SCONCE O $wP WATERPROOF SWITCH BB HORIZONTALLY MOUNTED OUTLET IN — — — UNDERCABINET LIGHTING v BASEBOARD 44" FAN ' F- o4-4 $ M0--ION ACTIVATED SWITCH QUADRUPLEX RECEPTACLE OUTLET F# FLUORESCENT FIXTURE 36" ROD �j U o E-+ M (NUMBER REFERS TO LENGTH) DUPLEX RECEPTACLE OUTLET 8'-9" AFF w w $L LFULL SWITCHED IGHTED SWITCH — CEILING MOUNTED TRACK LIGHT F- � — $F FAN-TIMER SWITCH DUPLEX RECEPTACLE OUTLET U EXTERIOR SPOTLIGHT D �, O HALF SWITCHED (EAVE MOUNTED) ULn DUPLEX v ti REC EPTACLECOUT IAL PURPOSE � Q SYMBOL PANELS ter' CEILING MOUNTED EXHAUST FAN O � ELECTRICAL PANEL q) RECESSED PICTURE LIGHT OUTLET - 4T-- SUPPLY/RETURN IN KICK ELECTRICAL SUB PANEL 0 DUPLEX FLOOR OUTLET FLOOR SUPPLY/RETURN CIS TELEPHONE PANEL © QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN Second Floor Electrical N DATA PANEL v TELEPHONE OUTLET, CAT`-6A WIRE SYMBOL DETECTORS/ALARMS/CONTROLS 1/4' = 1 '-0' N W/RJ11 PORT CA13LE MODEM DATA OUTLET, CAT-6A WIRE W/RJ45 O SMOKE DETECTOR PORT 4-PORT NETWORK COMBO PHONE & DATA OUTLETCAT-6A OCO CARBON MONOXIDE DETECTOR ROUTER W RJ11 PORT & CAT-6A W RJ45 PORT (WALL MOUNTED) WIRELESS NETWORK I- --I-----�- --.I -O, - — �•�P�!�D��A�,�.COMBO PHONE & DATA OUTLET HEAT DETECTOR �fa+�IZi� lg�r Q' •••�4ti /,� •.• "r* C) III . `+,i • +" * gxEd COAXIAL CABLE JACK FOR LT TV TELEVISION OR COMPUTER LOW TEMP DETECTOR I SYMBOL FIRE ALARM SYSTEMS W >o_ COAXIAL CABLE JACK FOR BOTH O •� C a q ^ r� - c� TELEVISION & COMPUTER �- WATER SENSOR FX FIRE EXTINGUISHERSYMBOL AUDIO SYSTEMS THERMOSTAT �� .��/tee®�'esrs�*•'�•'�c���'�� SPRINKLER 0 CEILING SPEAKERS (RECESSED) 4 HUMIDISTAT ,aeseort... FIRE ALARM SP SPEAKER JACK (WALL MOUNTED) HRV HEAT RECOVERY VENTILATION HORN/STROBE CONTROLS FIRE PULL STATION sp SPEAKER JACK (SURFACE MOUNTED) AK ALARM KEYPAD EX EXIT SIGN 4 AUDIO VOLUME CONTROL ALARM MOTION DETECTOR EM EMERGENCY LIGHTING � DOOR BELL ALARM DOOR CONTACTS N ALARM WINDOW CONTACTS NOTES: 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK H 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK — -- W 5. VIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING ----- —_- 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING --- ---, 8. REVIEW IF ALL ELECTRICAL OUTLETS SHOULD BE LOCATED IN THE BASEBOARD OR AT 12' A.F.F. IN PLASTERED WALLS? - UNLESS NOTED 7. ALL LIGHT SWITCHES CENTERED AT 42" A.F.F. EXCEPT WHERE NOTED I I \\ " D yW / I I Ce) --.I- / 6 / I ------I 42' Af`F 30" SINK ---- -------- -- 1 I 40' AFF GFIC 40AFI T I I-------r-------j t I / I ALL EXISTING ELECTRICAL TO ------ I I ' Lf REMAIN UNLESS UNLESS OTHERWISE NOTED --------- ---- =---L- I44""-FAN cc w 12RO-D 52" FAN 1 13 —48OD 9'0" AFF - J u M W, OVEN 7----- ----iX - ,l = xhhW��11i RIF � I I � ' ! I ozz— Ell 6'-2" 1 UP' F(D L -I- LLJ N 44" AN a ° \1Q EQ H O 18 OD ' O --- 8'0„ A I A k \\� -- --- X K -- 36" FAN - U s° R D TBD U o �. `\7'6 MIN. AFF — \\ LL U-) W II \ DN / C) U <::c u 1 MATCH HEIGHT - OF EXISTING `\ CD First Floor Electrical H LL- W o 1 1 /41) = 1 '-0" I Y. 00 GENERAL STRUCTURAL NOTES REFERENCE IS MADE TO DRAWINGS AND INFORMATION UPON WHICH GNCB CONSULTING ENGINEERS, P.C. W BUILDING DESIGN LOADS DRAWINGS ARE BASED p LIVE LOADS ARCHITECTURAL DRAWINGS BY: I- 0 u RESIDENTIAL DWELLING HABITABLE AREAS WOOD AR&T ARCHITECTS = P FIRST FLOOR 40 PSF ALBERT RIGHTER TITTMANN / 1 p u 33 UNION STREET V BOSTON, MA 02108 p SNOW LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) GT' GROUND SNOW LOAD; Pg=20 PSF DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT [FORMERLY Q FLAT/SLOPED ROOF SINOW LOAD, Pf/Ps=20 PSF STRESSES: [ o 262 WASHINGTON STREET N WIND LOADS BENDING, REPETITIVE USE Fb = 1, 035 psi [SECOND FLOOR a BENDING, SINGLE USE Fb = 900 [BOSTON, MA 02108 4 WIND EXPOSURE CATEGORY: D TENSION PARALLEL TO GRAIN Ft = 575 ULTIMATE WIND SPEED VELOCITY= 130 MPH COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 FISHERS ISLAND, NY FOR CAMPBELL HOUSE _�y� o B RISK CATEGORY II SHEAR PARALLEL TO GRAIN Fv = 180 pV COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 GENERAL MODULUS OF ELASTICITY E= 1,600,000 .„: �. - 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE RESIDENTIAL CODE PORTION OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. PER MANUFACTURER'S RECOMMENDATIONS. N 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS. AT EDGES, 4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN OTHERWISE. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. ,, 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 9 , 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES w ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS UNLESS OTHERWISE NOTED: NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. � ! , OF NEW r 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING 3 j x:. AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY MODULUS OF ELASTICITY,LAMINATED VENEER LUMBER(LVL)MIN - QHS ► �,t, - t; I p FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO . E 2,000,000 psi_ co METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. BENDING, SINGLE USE Fb - 2,600 {' COMPRESSIONAL PARALLEL TO GRAIN Fc(Par) = 2,510 a I 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, = WIND AND OTHER LATERAL FORCES. HORIZONTAL SHEAR Fv 285 -- - _ COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per) = 750 08 '6 PARALLEL TO GLUE LINE ENSIGN STRESS Ft= 1,555 FOUNDATIONS 05S1��P\ 6. BUILT-UP LVL's TO BE CONSTRUCTED PER GNCB TYPICAL DETAILS AND MANUFACTURER'S SPECIFICATIONS. 1. THE WOOD FRAME BUILDING ADDITION IS TO BE SUPPORTED ON CONCRETE 7° ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE PIERS BEARING ON CONCRETE FOOTINGS. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. "\\��\ ` N 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. ooQaNO °"`0 0 UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC STEEL, ,•.. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS ST E , MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM OR OTHER FINISH APPROVED BY ENGINEER. w zu}u°oz ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. wu o0�zzm 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. '., w cowJz0V 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0" BELOWU MOQpoaz EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD CONDITIONS ENCOUNTERED. 5. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. NAILING SCHEDULE ,., CONNECTION NAILING JOIST TO SILL OR GIRDER, TOE NAIL 3-8d BRIDGING TO JOIST, TOE NAIL EACH END 2-8d REINFORCED CONCRETE E NAIL T , SOLE PLATE TO JOIST OR BLOCKING, FAC 16d A 16 oc TOP PLATE TO STUD, END NAIL 2-16d 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES STUD TO SOLE PLATE, TOE NAIL 4-8d All SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, DOUBLED STUDS, FACE NAIL 16d AT 24 oc 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc �, w NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d .. AS FOLLOWS: CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc 0.3 ry FOOTINGS AND PIERS 3,000 PSI ALONG EACH EDGE -f!� CEILING JOISTS TO PLATE,TOE NAIL 3-8d 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d ^ ►-a GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW PRIOR TO PLACEMENT IN FORM WORK. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d �^+ CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. RAFTER TO PLATE, TOE NAIL 3-8d BUILT-UP CORNER STUDS 16d AT 24"oc 5. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL. BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR z'. r SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN AND BOTTOM AND STAGGERED POSITIONS INDICATED. 2-20d AT ENDS AND AT 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE EACH SPLICE INDICATED SHALL BE: PLYWOOD: UNLESS OTHERWISE NOTED CONCRETE POURED AGAINST EARTH 3" PLYWOOD FLOOR CONCRETE POURED IN FORMS, BUT 3D VIEW 1 EXPOSED TO EARTH OR WEATHER: SHEATHING a. BARS#5 AND SMALLER 1-1/2" 3/4"TONGUE AND GROOVE 8d Q m U b. BARS LARGER THAN #5 2" ROOF SHEATHING 5/8" 8d U 6 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. WALL SHEATHING- 1/2" 8d U 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR U U ENGINEER'S REVIEW PRIOR TO SCHEDULED DELIVERY AND PLACEMENT OF CONCRETE. NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. cn SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. STEEL SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED m U FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. Q N 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS COMMON WIRE NAIL DIAMETERS r� NOTED OTHERWISE ON THE DRAWINGS: w Ln cn ^' ROLLED WIDE: FLANGE SECTIONS ASTM A992 Fy 50 ksi 6d 0.113" HOLLOW STRUCTURAL STRUCTURAL STEEL SECTION ASTM A500 Fy 46 ksi 8d 0.131 CONT PT ANCHOR RODS 10d 0.148" LEDGER H w ASTM F1554, GRADE 55 12d 0.148" JOIST U MISC. PLATES AND 16d 0.162" HANGER C14CONNECTION MATERIALS ASTM A36 Fy 36 ksi 20d 0.192" LEDGERLOK o Q N 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED SCREWS 8" IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STAGGERED D Q w STEEL BUILDINGS,ASD OR LRFD AND THE AISC CODE OF STANDARD 2 ROWS TOP& cv PRACTICE. BOTTOM \ I 7� 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE PORCH/DECK AMERICAN WELDING SOCIETY(AWS) STRUCTURAL WELDING CODE- JOIST WASHERS REQUIRED. STEEL D1.1. LATEST EDITION. USE E70XX ELECTRODES UNLESS BOLT HOLES 9/16" DIA. MAX. NOTED OTHERWISE. MIN. END DISTANCE 6". M c� IP ANGLES, CLOSURE PIECES, STRAP U 4. PROVIDE ALL PLATES, CL I- ANCHORS, MISC. PIECES,AND HOLES REQUIRED TO COMPLETE THE CONT BEAM PER N STRUCTURE. PLAN C�d N 5. ALL STRUCTURAL STEEL AND BOLTS TO BE HOT DIP GALVANIZED. W 1/2: DIA. III'I � Q cCl o 6. SUBMIT STEEL SHOP DRAWINGS FOR ENGINEER'S APPROVAL BOLTS N� ~o 0 W PRIOR TO FA13RICATION AND INSTALLATION. 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I 11 II II II II 1111 r _ — rll (� II II 3- x12 PT I 111 I PIER BELOW II II � I SURFACE — HSS4 112m_4/ 2 3 REQUIREMENTS 11 ' IIIIJ 11= 7 -11 = 11= 1111 1� -II - If - 3 ►�-� c� ` �\ VIII II II IIII II � II II II II IIII II II II II II VIII I � � � ` VIII II II IIII II ° SII II II II III II II II II II (IIII co 11111 II 11 1111 11 oooII II II III II II II it II IIIiI� FD ls� " i 6x6 11111 II Px6 1111 11 11 11 Ilox6 111 11 11 11 11 11 1IlI A1111-1 II II IIIb 11 11 (LOW) 11 11 111 11 11 11 11 11 llll AT EACH HSS CO OCATION CONFIRM U w _ 3- x12 PT_ cam., _ — _REEERToSEN(�D AILS EXG PIER inL� — — — LOCATION 'v. (3)2x8 PT (2)2x8 PT HSS4-1/2X4-1/2X1/2 CANTL JOISTS RIM BOARD OUTLINE OF BUILDING ABOVE BELOW POST �„ „ „ - TYP 6 40 80 75 / / 7r 7 Q 20'-5" m A u i U U U m 1 EDGE OF PIER SET INBOARD CONFIRM DIMENSIONS m EXG 9" DIA FROM EDGE OF BUILDING ABOVE WITH ARCHITECT U REFER TO ARCHT FOR LATTICE WORK SONOTUBEFORMED PIER m EXG FOOTING L -r' Of OUTLINE OF EXISTING BUILDING UNKNOWN OUTLINE OF EXISTING BUILDING Q N U Ln N N wN O N U — J CD Q) N Q) w E Ln � z z � N I O w Lo PROJECT O � O � w U PROJECT PROJECT a NORTH NORTH 2 FIRST FLOOR FRAMING PLAN n FOUNDATION PLAN w 1/411 11-011 F-� U si • w O GG a VJ 10 N / 1 O O u 4' vS � u T p V UU o 4 -� G N O u �1 V o cncn cd N 1 1 a o000 T^0 o 5/8" PLYWOOD �' Q S2.1 S2.1 m gmmoo " ROOF SHEATHING zu>L)az cn o-Q�wu EXISTING NEW - 11-= -i II- - II- EXISTING NEW op_j W W I I - 1- �I - 1- I� -1�-11-�11 11 3-2 0 ' _Q M ado 1 u STRUCTURE t COQ II I II II o II I II II I II / — 1 STRUCTURE t CONS — -a - - - - - - - - �� II II IIII II I11 I,�I /i �I - - — — — — — — — — — — - - — _ - - - - - - - --I I- --11_ - I- - tiiA ti's II II II II II II III II II I I �� � lu_ IBJ — II II II II II II IIII III III — — — — ��� II w 11 II ~ _ I VIII II II I SEE STEEL BEAM u II #�� III III I1114 c BLOCKING IN Lu II II I II II HSS4-1/2X4-1/2X1/2 2 6I IIIII (2)2x101 II SECTIONS/DETAILS; x —COLUMN BELOW 2 HSS - I 4 LOCATIONS ( I I I VIII II II = — — • II II II II IIX II III II IIIj IT1 = = = � - -� = Q =f---_ II II II II II w II IIII it III OVER BUILD= GABLE ROOF w I 3/4" PLYWOOD I I I I I I I II III I III l l II ONTO — — Oil _ RAF_TER_S 2x10�a 16"oc I h _ 2 __ _ _ 2 2 1 � �x 2- _ - - HIP ROOF- - - � I _ _ _ _ _ _ _ T&G FLOOR SHEATHING S2.1 I I 2x8 CEILING JOISTS I �� II iI t II I i- III I -- _ _ - - N — IwoIAP WITH RAFTERSRIDGE BO _ _ _ _ - = — - —_ - @ 16„ocI HSS4-1/2X X1 /2 liwCOLUMN BELOW - -_ _ __' II" mII11 T - - - ►--I _ I SEE ROOF FRAMING - LO ATIONS- - 3 / U II OPLAN FOR RAFTERSNI Ilo I71 + I l II IIx III II = III IIII // w I x _� Ip \ \ II 'Ill X IIcn II II III II v, X�I III JN IIc — Ilul UII II c l l I CC3 w II Ii II II wIII � �L ` II� r �#Iv`I11— IIi � it I I � I /i I W I I I IIII I VIII II I I I �' U- I I d1 di �I II I III II II = �; II I II I I II �dll I II �I - - - I 3-2 0 - - - � II II II I 1E _{} -fit = 1= -4{ =1 =1j= I 6x _ 4 6 6 6xL7HSS WOOD POST 6x6 Q BELOW / CLIP EACH RAFTER WOOD POST ] TO TOP BEAM BELOW ; 3-2x10 W v � II II o U Q � Q "'ge. -1� OUTLINE OF EXISTING BUILDING OUTLINE OF EXISTING BUILDING i-- w N I I N U II 11 W 04o N 04 U \\ \\ I I z � I I a a U a o Z W � Ln a U i N w �F FRAK4ING PLAN CEILING FRAMING PLAN 2 1/41' = 1'-0" 1 1/4" = 1'-0" w w U w O x a o N U I— o 0 i pq U U u U o0 N Cy 1 � � S2.1 2 3 S2.1 N N 2x12 RIDGE BOARD - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOF FRAMING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOF FRAMING ���FNEt�,yo . 15-11 1/8 15-11 1/8 2x10 ROOF RAFTERS 2x12 R DGE BOARD AT 16"oc n n n n (2)2x12 HIP � • , /,,,fir 5/8" PLYWOOD 3?Q==c,g\ON n o n n n ROOF SHEATHING EXISTING HOUSE 5/8" PLYWOOD ROOF `�° 5/8" PLYWOOD ROOF :;����� a °a Y N SHEATHING SHEATHING ' °�`x0�m n n n 2x8 CEILING JOISTS 3/4"T&G PLYWOOD n gmm��� w zU}om Tu, N �� AT 16"oc FLOOR SHEATHING �' W uaz S' m U LAP JOISTS WITH m t " w .? 0 �y RAFTERS '-i &G PLYWOOD u- v ��O�au FLOOR SHEATH'G ti Go goo _ _ 1 2x10 RAFTERS 2x8 16"oc 4 S2.2 @ 16"oc LAP CEILING JOISTS S2.2 — — — — �� WITH ROOF RAFTERS FASTEN WITH 1/4" DIA 3" LONG SDS SCREWS — — " - - - - 4PER LAP - - - - - - - - - - - - -I- - - - - _ I _ TO PLATE — _ � - _ TO PLATE Lj� 2x10 3-2x10 PT BEAM I I 81-311 I 1 10 1/2" W8X21 GALVANIZED STEEL BEAM I /� BOLT PER MULTIMEMBER POST CAP OR CONNECTION M I I I STRAP TYPICAL DETAILL - - - 7 - - - - -J - - - — - — - — - — - — - I I I I BEAM/POST A36 CAP PLATE I I 2x WOOD NAILERS 1 I SOLID BLOCK BOTH SIDES TYP 3/4"x6"x 0'-10.5" LONG I 1 BOLTED TO TOP&BOTTOM I I OF BEAM WEB,CONT WELD TO TOP OF I OF BEAM FLANGES I 1 1/2"DIA BOLTS AT 24"oc COLUMN I 1 1/2" DIA BOLTS AT 24"oc I I TOP & BOTTOM ROWS BOLT TO BOTTOM I 2 ROWS STAGGERED I 1 STAGGERED ►—� (�� FLANGE FULL LENGTH OF BEAM FULL LENGTH OF BEAM HSS4-1/2X4-1/2X1/2 4-5/8"DIA A325 BOLTS I NAILERS SIMILAR TO BEAM BELOW 1 I NAILERS SIMILAR TO BEAM BELOW EXISTING WALL -----6x6 x6 WOOD POST HSS4-1/2X4-1/2X1/2 WOOD NAILER TO I I 7 3 GALV COLUMN COLUMN I I I S2 2 S2.2 4 LOCATIONS CONFIRM W/ARCHT I I lit w II II U SEE ENLARGED I I �•/ AREA I I I I I I —EX — —USE 2 2x8 PT FLOOR I 1 CONT WOOD NAILER I JOISTS I BOLTED TO TOP OF BEAM FLANGE _ _ _ _ I 7 EXG HOUSE S2.2 LAP AT I I 1/2"DIA BOLTS AT 24"oc I I 5/4 IPE DECKING EXG HOUSE SOLID BLOCK 2x8 PT JOISTS LAP AT BEAM 5/4 IPE DECK BOARDS FLOOR A36 BASE BEAM 1 2 ROWS STAGGERED I CONFIRM WITH FLOOR — - - UNDER POSTS, TYP - — - TWIST STRAP JOISTS TO BEAM,TYP CONFIRM WITH ARCHT I - — R LATIVE DATUM I PLATE - — - _ �'-0- -2-0 - — - — 1 I - FULL LENGTH OF BEAM - — - I - - ARCHITECT - — - — - — RELATIVE DATUM Q m - - - - - - -RE - - - -0 I - - - O U 1Jill 2x WOOD NAILER W1OX26 GAL (2)2x8 PT (> w BETWEEN COLUMNS BEYOND I I RIM BOARD W m EXG 2 2x12 (3)2x12 PT BOLTED TO TOP OF (3)2x12 ° ° ° -N ° ° TYP U V BEAM ) BEAM 3-2x12 CONT PT BEAM A66 ANGLE I BEAM FLANGE I PT BEAM I ° c.i ° ° — — _TOP OF PIER ELEV 2x PT WOOD 1 4 EXPANSION BOLTS I 4 SOLID kLOCK BOTH SIDES (3)2x12 PT, BOLTED (NOT ALL BOLTS 4' L-2'-01' °J° NAILER ON TOP L - „ SEE SIDE VIEW E _2 0 — — — — — — — — — OF BE M WEB,CONT BEAR ON 2x WOOD PLATE �, , SHOWN) F OF PIR 4„ 1/2" DI BOLTS AT 24"oc ON TOP OF PIER+ L50 CLIPS FASTEN WITH _ _ TOP& OTTOM ROWS N TITEN SCREWS STAGGERED WT9X30 CONC PIER SET INBOARD �' " TYP FULL LENGTH OF BEAM BEYOND a = i " 12"x 12" 12"x 12" CONC PIER 12"x 12" 12"x 12" WITH 4-#5 VERTICAL BARS +STD HOOK '" FACE F Ln PIER l N N EXTERIOR W EXG 9"DIA _ C O W F N REINF W/#5 BAR #3 TIES AT 12"oc - ' ' ~ CONCRETE 12'SQ REINF CONC PIER VERTICAL AT AT 4 LOCATIONS SONOTUBE CENTERLINE AT STEEL FRAME WITH 4-#5 BARS VERT+STD HOOK" � . FORMED PIER U BEYOND EMBED STD HOOK 2"CLEAR COVER r 2" CLEAR TYP IAT 4 LOCATIONS AT I i, , N INTO CONC FTG TYP W o - - STEEL FRAME ONLY h TYP, UNO o o L c) , REINF CONC FTG C-4 U REINF CONC FTGW/(3)#4 BARS = w o W/(3)#4 BARS TYF EA WAY BOTTOM - 04 r TYP BOTTOM FOOTING ,�; - - - - - - - - - - - - - - - - - - - - - - -7'-1011 EXG FTG „ BOTTOM OF FTG UNKNOWN 91, 1-0 9 3 FT MIN BELOW BOTTOM OF FTG 9" 1' 91, ADJACENT GRADE 3 FT MIN BELOW 2'-6" TYPICAL ADJACENT GRADE I I Z U TYP 2'-611 O i i i W cv N NOW U 1 2 3 4 a z Q LONGITUDINAL SECTION W Ln 11-011 SECTION 1/2 - 1 Oil W N s o v a w w N U S20 w O a VJ � o N U F- o _ u ° V U u 1 o H 5/8"PLYWOOD ROOF SHEATHING, TYP. PROVIDE 1 1/4"x 18 GA N METAL STRAP WITH UNLESS NOTED OTHERWISE I I 8-10d NAILS PER SIDE EACH BEVELED Ln RAFTER BLOCKING AT I rt (16 NAILS PER STRAP) EACH RAFTER HSS4-1/2X4-1/2X1/2 I I RAFTERS. SEE PLAN FOR SIZE. i EXG HOUSE I RIDGE BOARD. SEE PLAN FOR SIZE. DECK BOARDS FLOOR- - - - - - - - - - - - - - I - _ - - - - N -1- RELATIVE DATUM RIDGE BOARD - RAFTERS I I I I I A36 BASE PLATE OF NEW Y /sA W10x -►- I y� o ROOF RIDGE BOARD DETAILS x - iv TOP OF CONC PIER ELEVATION -2.0 o06 �a OFESS14�P� 31/2"' 3 1/211-,_ 4 3/4"DIA ci o N a EXPANSION BOLTS "\\`\\ ° oX0 v WT 9X' EMBEDDED INTO .•'• '600coa ;I CONC PIER in zv>Y$z 0m<Q ccU a 0�Nwu Z dF cZZm ou cm �00 1z 12" 12" v CL CONC PIER REINF NOT SHOWN I I 5/8" PLYWOOD ROOF SHEATHING 7 WT TOP OF PIER ELEVATION u ^� 11 - 1-011 H2.5 CLIP 2+7 H2.5A CLIP 3/4 1 -� RAFTER RAFTER TO NAILER 6 TO PLATE I I I FULL PEN WELD °° 2x WOOD TOP&BOTTOM FLANGE NAILER V� 4� TO COLUMN BOLTED TO TO PLATE TYPI L TO PLATE _ TOP FLANGE W8X21 W8X21 GALV ' i I p I CONT SOLID BLOCKING t- BOLTED TO BEAM WEB w1 HSS4-1/2X4-1/2X1/2 1/2' A36 SHEAR TAB SOLID BLOCK BEAM 3/4"x6"x 0'-10.5" LONG 1""4 G IP 3/8"x 3 1/2"x 0'-6"LONG WEB+ A36 PLATE cn 2x WOOD NAILER 2x CONT NAILER BOLTED 2x WOOD NAILER PLO CONFIRM WITH WELD BOTH SIDES TO TOP AND BOTTOM CONFIRM WITH WELD PLATE TO TAB TO COLUMN TOP OF COLUMN ARCHITECT I 2-5/8" DIA BOLTS BEAM FLANGES ARCHITECT PLATE TO BOTTOM 1 FT TO BEAM WEB 1/2"DIA BOLTS HSS4-1/2X4-1/2X1/2 FLANGE W/ r•+ 2 ROWS AT 2 FT oc GALV 4-5/8"DIA A325 BOLTS STAGGERED AT 2 INNER COLUMNS 1 1/2 CLR. 12"x12"SQUARE CONCRETE PIER. REINF WITH: a ;, 445 VERT+STD HOOK AND 1 TOP OF COL/BEAM DETAIL 4 TOP OF COLUMN/BEAM SECTION F a #3 TIES AT 12"oc - - J 4 LOCATIONS AT STEEL FRAME 3/411 - 1 -011 3/411 - 11-011 rT, U V w 7 m S22 12"x12" CONCRETE PIER PLAN VIEW U x v 1 U Q � cv I c� C� W GALVANIZED COLUMN IPE DECKING W N Ln CIA HSS4-1/2X4-1/2X1/2 I t-- EXG HOUSE EXG HOUSE EDGE OF DECKING EDGE OF DECKING v� 5/4 DECKING FLOOR DECKING HSS4 1/2X4-1!2X1/2 FLOOR (3)2x12 PT BEAM (3)2x12 PT BEAM RELATIVE DATUM GALV. RELATIVE DATUM CARRYING BEAM CARRYING BEAM °- U - -A36BASE PLATE- - - - - - - O�� - - - - - - - - - - - - — - - — - — - — - — - - - - - - O �7 (2)2x8 PT (2)2x8 PT N 3/4"x 5"x 0-11"LONG A36 BASE PLATE RIM RIM W o Ca WELD BASE OF COL 2x8 PT 3/4"x5'x U-11" LONG _ _ - - _ - N DECK JOISTS - - - - _ II -� TO PLATE 4-5/8"DIA WELD BASE OF COLUMN M - , U - - - HSS4-1/2X4-1/2X1/2 - - HSS COLUMN A325 BOLTS LAP AT TOP TE N - COLUMN iv - NOT SHOWN Q \ M4, BEAM WELD BOLT WELD PLATE �- - I 2x WOOD STUDTCONT O TOP FLANGE BEAM d - - BLOCKING -�� W1OX26 GALV FLANGESWT SUPPORT - — - - - (3)2x12 PT 2-5/8' DIA BOLTS AT 2 END COLUMNS � � -�� — - - — - — - 1 I � J wT9x30 1 BEAM, BOLTED - L 2x PT 4-5/8" DIA BOLTS AT 2 INNER COLUMNS (: 2x8 PT ►� I OT SHOWN 2x8 PT ►1 BEAM SUPPORT .b (3)2x12 PT BEAM 4„ ---- _ W10 6 GALV FLOOR JOIST FLOOR JOIST 12" LONG 4� BOLTS NOT SHOWN ih 2-5/8" DIA BOLTS CANT'L II W10x26 BEAM CANT'L ALIGN EDGE OF BM WT 9x FLANGE ON WT9X30 W10x26 BEAM WITH FACE OF PIER = 3/4"NON SHRINK GROUT BED ON NON SHRINK ROUT BED 12"x12"CONC �I I 12"x12"CONC X3/8 X. AND BEAR ON 2x I'a WT WEB •� - PIER I I II I CONT SOLID BLOCKING PIER I I WOOD PLATE+ 12"SQ 4 3/4"DIA BOLTED TO BEAM WEB W L50 CLIPSCONC EXPANSION BOL S & FLANGE E WT9X30 PIER PER PIER NOT SHOWN CPIER SEE SIDE VIEW ON o WEB BEYOND AT O x 12" a EXTERIOR FACE PIER REINFORCING Q o OF PIER NOT SHOWN TOP OF PIER (PLAN) DETAIL AT STEEL N 2 COLUMN/BEAM/TOP OF PIER DETAIL3 STEEL COLUMN BASE/BEAM DETAIL n FRAME n TOP OF PIER (PLAN) WITH WT DETAIL 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" W N o �q a � O / U N �i Liz F" S202 W �i Q-