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FRONT ELEVATION
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2"X 4"STUD FRAME EXTERIOR 3 ii l i d. x BUILT INS To REMAIN x ro z Z p m
WALL, R-15 INSULATION w/, PLYWOOD =1 0 cp N J
SHEATHING TO MATCH CONSTRUCTION m I Sip UNFINISHED z z Q Q l.D
OF EXISTING EXTERIORWALIS; — I I ATTIC N z N � z Fn _
PROVIDE z"GYPSUM BOARD ON INTERIOR z �"j 3 UNFINISH W 1--
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CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROVIDE2- I3,"X7'-q" LVLHEADERS NEw Pwre Mnrcn EXISTINGEXISTINGI%ISTINo RAFTER PLATE To rxIMAINE��Yi� , —
WEATHERING SEVERE ABOVE ALL WINDOWS UNLESS OTHERWISE —' — —' — — ' - - --- -
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FROST LINE DEPTH 3'-0" NOTED: MATCH NEW HEADER HEIGHTS r-z•
TO EXISTING
TERMITE MODERATE TO HEAVY
DECAY SLIGHT TO MODERATE 'NOTE: PROVIDE ARTIFICIAL
WINTER DESIGN TEMP. I I LIGHTING IN ACCORDANCE WITH A �"F 9
ICE SHIELD UNDER- AS PER MANU FACTU RER'5 THE NEW YORK STATE RESIDENTIAL y pL
CODE 5ECY10N R303.I PAGE:
LAYMENT REQUIRED SPECIFICATIONS/STATE CODE
FLOOD HAZARDS SECOND FLOO /KOOF PLAN
SCALE: q' = 1 '-0" I
GENERAL WIND PROTECTION CONNECTION NOTES GAIN..COMES.,F
Adapted from Standard for Hurricane Reactant Accidental Conetruchon;SETH -
10-99 and 2001 SBC I-Ilgh Wind Edition Wood Fra E Conetructeon evie
I sj"X 14" LVL RIDGE W/ Fasteners and Connectors For Wood Fame Construction oirvr vsscmlalo x° A Gnu LLunuTr NAIL SPACING
51Mf SON 0520 CONNECTOR
I.A continuo c load path between foohags,fOLmlltloB walls,flops studs and PLAY Him TRY
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(fYF. ALL RAFTERSI -of framing aha11 be prodded CALn,axo Ar 'a'FLAu C NAILED z
ARCHITECTURAL SPHALT A NOTE ROOF DILATES, 2.Approved GHTEALI E.anchors and other faetemrg dAed-5 Pot Included In w
ROOFING WITH 1 t k FELT PITCHES AND OVERHANGS TO the Standard Bulldmg Code,Table 230G.I shall be Irlatalled IN accordance with
OVER a' CDX PL OD 1 2 �J e' 2 MATCH EXISTING; REPLACE m nufacturere o commendnoo5ei TO.11 WE AMITIC All co,In.
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WITH ICE 4 WEAT ER SHIELD 5 C6 x �3 WHERE NEEDED DUE TO DAMAGE ANI,-A.TO wren END NAEED z-I G. EACHexu
@ PERIMETERS it ALLEYS -� �� 3eatheal plat°sect to
ws,bolts,and nxalls exposed directly m L� « ttJ
or P b FILL corrodcri Cm N _
J m -tad areas,shall be stainless Fteel or
ER AN ATDPPERIENSEC AGE"AILED z-Ica nom Z W
q'X 7y" LVL HEADER hot dipped galvanized. MANINrePaeanDxa - xrN- n wDE
R-30 INSULATION 2- U �
PROVIDE IMF IN C520 n AN, EAG Z ad
END
LINE OF EXISTING "X6" X 4.where wmdowe and doors IrHASTIA wood eeruetual I>arelsheath,cm! O1-1.J PLATE TO an. NAILED - °` U N
RAFTERS �p � STRAPPING ABOVE ANY NEW siding,framing anchors or connectors shall be provided at the top and bottom LEND - Q In Z
z"lPR1EWALL AS NEEDED WINDOWS of cripple scads,header studs,and at least one stud ILL each side oFopenmg DR reDeR :-IEx, we Orn
INA S�AB,4FFECTEO BY
CONS''TPRRUUCTI N 5 Ridge straps shall be attached Lo each pair of opposing rafters mleept where
Q EXISTING 4" EXTERIOR WALL collar ties of I x6 or 2x4 comber B located In upper third of ame space and 1AFT°'°'aT.ENNLDI>r.DxFLDCnNa 1.1 NAILED z.1 ca - w°r Z _.
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EXISTING SECOND FLOOR TO REMAIN; REPLACE ANY STUD attach to each pa,,.f afters J
/ AREA TO REMAIN + G. Uplift connectors shall be ded at each raper beano - ASND
EXISTING RAFTER yprove 9 LATE .oE.nEo -
PIATE; SIMPSON 7 q AS NEEDED. i' SHEATHING, R-13Re all DEAD,
�� INSULATION 4 SIDING TO MATCH 7. Floor to floor hold-downs to be provided eviI and every I G'wdlhm 4 Pxc NAILED N m
CONNECTOR / OF ow,
EXISTING of ANUCHor corners. IIS Al cale.
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FORED
KNEE WALL DJOATTINIL°RT IPLATE TOE NAILED a-ma mer
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a EXISTING SECOND FLOOR 85.11Plate to Foundation Anchorage. 5111 plat,shall be r.h.ed to the e`TTLING
foundation with anchor bolls having a n bolt diameter of 5/e"and 3 x 3"x DTNuw LPAII ee
/ea washers A minimum of one anchor bolt shall be pLovlded within G to 12 C P OIUMETmE - -
I WW5 of each end of each plate Anchor bolts Fhall have a minimum embedment Da AND AT�Emc
TE SUFFECAPS IN THE PANEL FIELD
of inches m c rete)m Dory toundapons Anchor boltF shall be located I OAT
OND COAT PANEL FAAC °
wkh:n 12 inches of co Tom and at space ng not aweeding4 feet on enter. PmC-a,I"A..".n-D DD EACH e°e DE me—PENT THEA om �[
\ TABLE R30 I_.6 0
EXISTING FIRST FLOORkALLOWABLE
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STRUCTURE TO REMAIN ALLO eABLoE DEFLEIS ION OFSTRUCTURAL MEMEBERS aMAwnuaonrtD �aSFLE na x ad,mEP..EEEIELOAW Ix A. LU z m
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STRUCTURAL MEMBER ALLOWABLE DEFLECTION ETERATERAINnwD zOUC6LICN'DF!CAr PANE.eDGa AND IF-AT ¢ o
Rafters haven Flo eater 4180 INIENIae TATEA rdx Ile PANEL FIELDPLEPEw
than 3/12 with re femshed Collin 11A AD A EMM chem Q Z F O
an I O TL
attad d t rafters aJ �-, a- ,p U D z O
Interior walls* PlEbOns H/1 BD INADDEPEANd INTGANI CREFECATTA O O O
°ecAT PANEL EIRECEN ANDIz
_ Moost plastered ceilings LI wrEu.mure sulwnm lx me PANEL rrem
SUBFLOOR, JOISTS, BOX 4 All other structural memeber5 U240 o.INEAW NG
51LL TO REMAIN Extenor walls with paster or H/360 INTALLICTNwLPANELS IDaaaa m .'I IC nem
9tUCC0{m151 pa su Ing rryv menta lm mmmnl nem—dud:AN Nmma.v"mm+mAFa"m au" p S qml a dePNEd u ml mm ue
&tenor walls-wind IGzde with 4240 PATF
bottle fimsheF a 1-'cN-m,ren.
EXISTING FOUNDATION &tenor walls-wind loads with L/120 LLJ
WALL TO REMAIN Flexrole Bmshes
DESIGN LOAD CALCULATIONS U z
NEW CONSTRUCTION Z O
MINIMUM UNIFORMLY DISTRBUTED LIVE LOADS(11,C) Q 1
EXTERIOR BALCONIES1 60
DECKS 40 (�
ATTICS WITHOUT STORAGE 30 LEll
I X 14" LVL RIDGE W/ ATTICS WITH STORAGE 40 l� F
BUILDING SECTION "All
SIMP5ON 0520 CONNECTOR ROOMS(OTHERTHOMS)AN SLEEPING RO40 W
SLEHPING ROOMS 30 111
in
SCALE: 4" — 1 '-O" NEW CONSTRUCTION CRITERIA PEEKS LCULATION OF DEAD LOAD W Q
2"X 4"STUD FRAME EXTERIOR ACTUAL WEIGI-ITS OF MATERIALS REFERENCED TO A LA. J
WALL, R-1 5 INSULATION w/z" PLYWOOD ARCHITECTURAL GRAPHIC STANDARDS
SHEATHING TO MATCH CONSTRUCTION =NIILW7�OF EX15TING EXTERIOR WALLS; SNOW
xarNlr D DIE \ ARE PROVIDE z" GYF5UM BOARD ON INTERIOR EW x GROUND SNOW LOAD as lbs
R'"Ge T. 51DE R-30 1
Tm Pv.TE SEISMIC
DaHATP,
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,.PICALNIAPETO RAINDATNAPINO TFECAL I EGM TD M.TENDTAAPING TYPICAL DING,IMIT OLD=°xrern°" AUER.'—'AT.EAALLsmoc°uurcn°rI rj BEDROOM I EX15TING SECOND FLOOR WIND
EMENDED AREA TO REMAIN 1 1120 FEET
N OUTLINE OF ROOF AREAS I
EXPOSURE CATEGORY IS
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_ STRUCTURE* 5UBFLOOR (� _
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m, LMUrbT0W-NNDWN5 EXISTING 4" EXTERIOR WALL W �—NL
^ SLP TO REMAIN; REPLACE ANY STUD EXISTING FIRST FLOOR* J lD
/AD DEALT \ MCOLHD'a AS NEEDED. 2'SHEATHING, K-13 STRUCTURE TO REMAIN EO
INSULATION * 5101NGT0 MATCH
FICADALATINDFirm'IT, DDUDIt Jgsi IIT soDR APAL GTLD MANUPAGrLI.EN �eOOrexEx°T'rIz
DouTIEnIs ICAFFITHE — Ia C PLAre U 0 z
11.CAERE
0 -LacomPLATE Z
FAIIIIJ°STraT UNDel.AaNNUT, DCUELeJCICT EON UDx-aeAxlxnwALa IDLxnATllnrw A"Cr'°""° :C Zscran
sI�LA'IL oo°MHA EX15TING FLOOR STRUCTURE- Q [JI
OvereHE,LANDIN
SUBFLOOR, JOISTS, BOX* O
AND ReaARLN,mn wnum SILL TO REMAIN z W I—
a ITHAT°wmx.rAff "" a ° INT.FLCORTOMENDATENCONNEriwxa 'F°ROM�w,ea o IXI5TING CRAWL Q
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mO DmLeRw,DlNrs — CICew wTA1 WIND RESISTANT CON5TRUCTION CONNECTORS =� EXISTING BASEMENT ^`Pp.JU Df` /4
rNLxDAnax wAL * \ n
anennwu Lc°mertc°rvxmlDu CONNECTION LOCATION PARI NUMBER: NOTE SY' S ^Y.f. Gij
RERP-To-FULTRE mi 21" APPLTTO fAOI FAIR Or-RArrCRE, EXISTING FOUNDATION 'F
aILPLATe,TD wLxDeTDxµIRArrERTO WALL m RAFT
APPLY TO EACH ER WALL TO REMAIN 4E n Tt
PEI .i JypE.�
ftAFI'ER-r0-r1ATE ne°r n2.5
AFPLYTO EACs RAFTER Cp'T.N- J — Of
(CONSTRUCTION DETAILS R WIND LOAD PATH CONNECTION DETAILS TIE W
xmro5we PIgTf-TO-WALL SND 0520 ° IB" APPLY TO EACH WALL STl1L Q T
2NL.FFOARWALL-T0.15LFIDORWALL LRADr CS2O 36" APPLTTO CART WALL STUD PTG
HEADER-TOISTUD 0520 @ 12" APPLY TO EATON JACK STUD G PAGE:
(SRIPI'12STUD-iR-nuDER H3 APPLY TO AFFLYTOEACH CRIPPLE STLD BUILDING SECTION 11811 -
SHEARwnuHOIllDJWNa.cnore ssm1. r-nnIsivfwnLLC.D
SLFrtARPNDER-SILLPI 5520 WRAP UNDER DOUBTS SILL PLATE
(USE WTH 3"54UARE WASHERS) SCALE: " CC III (/—J
Ocalreoucce G OR APPROVED 51MPEON Mel'AL CONNECCTEM FDR PRINER WIND xemA rn
slTfudeacLDN 4
POLIOw MWUPAGrmNN5 MADEASNDED NSTAUATION IN5i ION5 TO Or IIee M4MIMUM UIVPT LOAD CAPIemY
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GIRDERS EXISTING TO REMAIN
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PAGE:
GENERAL NOTES:
. Tire information on this set of construction documents mtorelatebasic design FRAMING NOTE5: PLUMBING It HVAC NOTES:
intent and framing details. They are intended as a construction aid. not as a
,rostrums for generally accepted good bmldmg practice and are in compliance with • All lumber is t°be Douglas Fir#2 of better at 6"on center All plumbing work shall c done by a duly licensed plumber and must conform and adhere
c.rrent New York State bmldmg codes. The general contractor is responsible for to all New York State building codes t sal requirements
providing standard Construction details and procedures to ensure a professionally All wood framing in contact with concrete or masonry is to be pressure treated 'ACO'designation
finished.structurally sound and weatherproof completed productrefers to current arsenic-free treated wood standards and shall take the place of'CCA' If wall plates er Joists are cut during the Installation of plumbing fixtures or equipment
General contractor to coordinate all subcontractors, scheduling of work and contractor must provide appropriate bracing to tie framing back together Z
Interaction between trades. All TJI's are to be Installed in accordance cath the manufacturers specifications and shall Include a1
s rash Nov web edffsners at beano mi on irders and other load beano Baseboard heating m to be hot water and zoned. Plumbing contractor is to g O
0. 9 9 P° 9 g arras T w p
• The contractor is responsible for ensvnng that all work and construction meets adequately size the system and place the baseboards in an unobstructive location in each room
exceeds current federal, state and local codes, ordinances and regulations,eta Structural Steel A5TM A3G - FY= 3G FSI required to recleve heat. Minimum of one thermostat for each zone will be regwred. O zf v6
Theseor codes are to be considered as part of the specifications for this bmldmg plan. O N
All straps, conned°re.plates. bolts. rads, etc.are to be gal,co.ed. Designated connectors,straps. Mechanical subcontractor is respursible for adhermg t°all applicable codes and u_ Q UG Z
If in the course of construction,a conddlon exists winch dsagrees with that as etc, on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be saftely regwrements
indicated on these drawings, the contractor shall stop work and notfy,the designer nmleybolted in accordance with the manufacturer's specifications.
{the engineer immediately. Should he fall to follow this procedure and war mue work HVAC subcontractor to fully coordinate system data{requirements with the O
he shall assume all res meal d habAi therefrom. Z
po ty an ty ons"g . All floor sheathing to be 3i AC wood,ton { ova and shall be glued and screwed to equipment supplier and p provide final system layout drawing and submit it to general contractor, 3 < w
g is a type plywood, gut groove 9 owner and equipment supplier for final review{approval.
• Dimensions take precedent over scale-DO NOT SCALL'DRAWINGS. the floor Joists(G"o.c, edges{ 12"o.c.BeldJ Q N p
• The hstgner has not been engaged for construction supervision and assumes me Solid blocking 1e to be installed every 8'-C"max. or mid span of all Floor Joists with spans exceeding ELECTRICAL NOTES:
responsibility for construction coordinating with these plans, nor responsibility for 8'-D'. Blocking 1s to Ni installed at all point load bearing "Int'
construction means, methods,techniques. sequences or proceedures or for saftey
precautions and programs in connection with the work indicated. There are no • All of
al work to be BOARD OF FIRE UNDERWRITERS approved and to include
warranties for a specific use ex d or implied in the use of these lans. Install double Joists under all parttton,running parallel owner
of fixtures t specifications r. as Indicated letsre on plans, fight futures ex be supplied by
peri Presse p p
owner and installed by contractor. GFI outlets,toured at bathrooms and exterior areas. Install
Contractor to provide hardwired smoke detectors,with battery back up,and with All exterior wall headers to be 2-LVL's as indicated on Boor plans{sectors and all interior all°.List,as per code. All work is to be done in strict accordance with the New York State Code
no intervening switches, on all Floors and in each bedroom. Verify wth local code headers are to be 2-2-x 8.unless otherwise noted. All headers exceedmg 5'-0"shall have n double by a licensed electnorm. All new swatches t outlets to be Levvi standI supplied t uistalled
requirements as per Section R317 New York State Residential Construciton Code. Jack stud with a cmgle king stud t on exterior walls provide double 5111 plate(typical). by contractor. Contractor to do all hook-ups
mas required for bathrooms. K
Install carbon monoxide detectors as per code.
SCREEN ROOM
FOUNDATION NOTES: Provide insulation bafFles aftersat save vents between afters Soffit vents as indicated
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on plane
General contractor to redrew plans, elevations and details to determine Exhenor flashmg is to be adcz umr y installed at all connections between roofs, walls. N O
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intended of finished floor above typical grade. chimneys. projections and penetrations as required by approved constriction practices. w O
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• Footings shall bear on undisturbed and within bearing capacity of 1.5 torei It. FLOOR PLAN NOTES: _ —
O O O
• Concrete shall be FC = 3,500 F51 @ 28 days Dimensions shall take precedent over scale drawmg,, DO NOT 5CAfH DRAWINGS
Concrete on 4-sand or gravel fill minimum,cath GxG - 10/10 welded wire mesh . All interior walls to be covered with z gysomem board with metal corner reinforcing. All NEW ROOF AREA ABOVE
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor drywall products, Including gypsum board,screw,Joint compound.tapes{tum shall be U.5. (� s[�cynoN
Nacre, Welded sure mesh re to be placed m the top third of the slab and is to be Gypsum C°. or approved squall. All is shall reaeve 3 coats of t treatment. Sand oral ' III
adequately supported by precast concrete bar supports to assure that the reinforcement cops psm q ll w join
is held in Position during concrete placement and Bnishing. oat to .uniform smooth surface All walls. ceiling and interior of closets to be taped and
sparkled, 3 coats, ready for paint.
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• Isolation joints are to be mstelled between the slab and the walls Use preformed Insulation ratings and installation locations as indicated on floor plans if sections U
Joint filler that is to be cut 1/2° below the slab surface and the re of ing Joint is to be filled Z
with an elastomene joint sealarh. Walls common to aro d house to haven layer of a fire rated gypsum board at Z O
9 9e an DP W F
General contractor to metal)m r-tex r)sheet metal termite Shedd, garage side with 5'-0'return on adjacent walls t telling Provide 2 layers of e fire rated o
p- (or costs O
between all wood,.daces that are exposed to concrete or masonry surfaces. gypsum board on all engineered lumber as required by manufacturer specifications
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• Damppmof exterior of foundation wall with a bituminous crating: Foundaton All bath {kitchen area walls and ceilings adjacent to wet areas to have water resistantO � j
excavation is not to be bacalled to the installation tion of the floor framing, drywall, and provide wonderboard for all areas set to reaeve tie.
NEW 2"X 8" G.J. W m
@ 16" U.C. KITCHEN FAMILY ROOM Ut a
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DRYER WASHER AS
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NEW 2'X 811CJ.
@ 1 G" BEDROOM LIVING ROOM W Z
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EXISTING FIRST FLOOR LAYOUT
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